Wednesday, August 24, 2011

Geotube

GEOTUBE

Sebagai ne
gara kepulauan dengan garis pantai terpanjang kedua di dunia yang diapit oleh dua samudra luas, abrasi terhadap garis pantai merupakan salah satu hal serius yang dihadapi oleh Indonesia. Ditambah lagi dengan banyaknya fasilitas publik di sekitar pantai, sehingga memerlukan penanganan yang tepat guna dan ekonomis.

Berbagai cara dapat diterapkan untuk mengendalikan abrasi misalnya dengan membuat bangunan pantai seperti : pemecah gelombang, krib, dan dinding laut, atau dengan cara menanam tanaman pencegah abrasi seperti pohon bakau.

Sejalan dengan perkembangan teknologi, salah satu cara lain yang relatif ramah lingkungan dan murah karena dapat memanfaatkan material setempat adalah konstruksi geotube dan geobag.

Geotextile Containment adalah material yang dibuat dari bahan geotekstil dengan kuat tarik yang cukup tinggi dan sudah difabrikasi dalam keadaan sudah jadi sehingga hanya memerlukan proses pengisian dan penempatan di lokasi proyek. Disain material tersebut sudah mempertimbangkan faktor gaya yang bekerja secara internal maupun eksternal sehingga mampu bertahan baik selama proses pemasangan maupun setelah pemasangan terhadap gaya gelombang yang mengenainya.

Fungsi utama Geotextile containment adalah sebagai pengganti inti bangunan pantai yang biasanya menggunakan batu, sehingga material ini bisa dikategorikan sebagai material yang ramah lingkungan dan memudahkan dalam konstruksi bangunan.

Berdasarkan ukuran dan cara pelaksanaan di lapangan, geotextile containment dibedakan menjadi 3 jenis yaitu geobag, geotube dan geocontainer.



Wisata Sambil Kerja
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Wednesday, January 13, 2010

About IGS

Scope

The International Geosynthetics Society (IGS) was founded in Paris, on 10 November 1983, by a group of geotechnical engineers and textile specialists (Council History). The Society brings together individual and corporate members from all parts of the world, who are involved in the design, manufacture, sale, use or testing of geotextiles, geomembranes, related products and associated technologies, or who teach or conduct research about such products.

Objectives

The aims of the IGS are:

  • to collect and disseminate knowledge on all matters relevant to geotextiles, geomembranes and related products, e.g. by promoting seminars, conferences etc.
  • to promote advancement of the state of the art of geotextiles, geomembranes and related products and of their applications, e.g. by encouraging, through its members, the harmonization of test methods, equipment and criteria
  • to improve communication and understanding regarding such products, e.g. between designers, manufacturers and users and especially between the textile and civil engineering communities

Organization

The IGS is registered in the USA as a non-profit organization. It is managed by five Officers and a Council made up of 10 to 16 elected members and a maximum of 5 additional co-opted members. These Officers and Council members are responsible to the General Assembly of members which elects them and decides on the main orientations of the Society.

Various IGS activities are being dealt within open committees:


There are also five closed committees:

Where it befits the objectives of the Society, local chapters can be established. 31 chapters are already in existence and others are in the formative stage.

NTRODUCTION

The International Geosynthetics Society is a professional society composed of many types of members: producers, suppliers, contractors, consultants, academicians, students and others. This variety presents many different points of view and interests.

Our geosynthetics discipline and industry, however, requires that all members support a common code of conduct when dealing with other members of the society, other members of our industry, and the general public who expect the IGS to be a leader in promoting the common good of the geosynthetics discipline.

In 1994 the Corporate Members Committee requested that the IGS Council develop a Code of Ethics in order to increase the credibility and image of the IGS and to remind our members of our professional responsibilities.

This request was approved and the IGS Council in February 1995 tasked this writer to prepare a draft Code of Ethics. The draft was published in the July 1995 edition of the IGS News and on the IGS Web site. Comments were invited from all interested persons.

Based on received comments, two Past Presidents of the IGS, Dr. J.P. Giroud and Prof. R. K. Rowe, and President of the IGS, Prof. C.J.F.P. Jones, revised the draft document.

The final version of the Code of Ethics was presented to the IGS Council during the 10 March 1997 meeting in Long Beach, California. It was unanimously approved by the Council.

This Code of Ethics is clearly a voluntary code, but reflects our wish that members of the IGS execute the mission of our society within a framework of the highest professional conduct.

http://www.geosyntheticssociety.org


Tuesday, January 12, 2010

Laboratory Accreditation Progrem for Geosynthetics

Tests performed by the geosynthetics laboratory include both standard and specialized procedures for determination of physical and engineering properties of geosynthetics. All laboratory staff receive test performance training based on American Standards for Testing Materials (ASTM), Geosynthetic Accreditation Institute (GAI). Geosynthetics laboratory must have an accredited through the Geosynthetic Accreditation Institute-Laboratory Accreditation Program (GAI-LAP).

Geotextiles:
ASTM D 5199 Thickness
ASTM D 5261 Mass per Unit Area
ASTM D 4751 Apparent Opening Size
ASTM D 4491 Permitivity
ASTM D 4632 Grab Strength
ASTM D 4533 Trapezoidal Tear Strength
ASTM D 4595 Wide Width Tensile Strength
ASTM D 4833 Puncture Strength
ASTM D 4884 Sewn Seam Strength

Geosynthetic Clay Liners:
GRI GCL1 Permeability
ASTM D 4643 Bentonite Moisture Content
USP-NF-XVII Bentonite Swell Index
ASTM D 5261 Mass per Unit Area


Geogrids:
ASTM D 4595 Wide Width Tensile
GRI GG1 Rib Tensile
GRI GG2 Junction Tensile

Geomembranes:
ASTM D 5199 Thickness
ASTM D 792 Density
ASTM D 638 Tensile Properties
ASTM D 882 "ASTM D 751
"ASTM D 4595 Wide Width Tensile Strength
ASTM D 1004 Tear Resistance
ASTM D 4833 Puncture Resistance
ASTM D 5321 Direct Shear
ASTM D 413 Seam Peel/Shear
ASTM D 751
"ASTM D 3083
"ASTM D 4437
"ASTM D 6392 "

Friday, January 16, 2009

GEOSYNTHETICS FOR DEWATERING


Geotube® Dewatering Technology

The Low Cost, High Volume Dewatering Solution
Geotube® dewatering technology has become the dewatering method of choice for organizations around the world. Geotube® dewatering technology is used for projects large and small, and there is good reason -- simplicity and low cost.
There are no belts, gears, or complicated mechanics. Geotube® containers are constructed of high-strength, permeable, specially engineered textiles designed for containment and dewatering of high moisture content sludge and sediment. They are available in a variety of sizes, depending on your volume and space requirements. Geotube® systems can even be mounted in mobile roll-off containers that can be transported around your property as necessary. It's one of the most versatile dewatering technologies available.
And one of the most effective. Volume reduction can be as much as 90%, with high solid levels that make removal and disposal easy. Our dewatering technology also allows for profitable recovery of valuable solids.
HighlightsCustom fabricated with seaming techniques that withstand pressure during pumping operations.
High flow rate allows residual materials to dewater, while containing solids.
TenCate™ pioneered the dewatering technology.
We have spent years perfecting the technology and hold several patents.
With our vertically integrated manufacturing approach, TenCate™ controls all aspects of product quality.
All of our facilities are ISO-9001-2000 Certified.
Our testing laboratories are the only A2LA and GRI-LAP certified labs within the geotextile industry, and they are re-certified yearly.
Geotube® systems have been in place since 1962.
Over 2,000 dewatering projects have used Geotube® units.
TenCate™ has partnered with federal agencies to develop and advance the technology.
Dewatering OverviewMillions of gallons of sludge have been pumped into Geotube® containers for containment and dewatering of industrial waste, municipal sludge, and hazardous contaminated sediments. Paper mills, chemical companies, industrial plants, and nuclear power plants are just a few of the clients that have benefited from Geotube® dewatering technology.
Geotube® dewatering technology is the low cost, high volume dewatering solution. The dewatering process is simple and effective.
Key Benefits of Geotube Dewatering Technology
·
Effective high volume containment
Efficient dewatering and volume reduction
Cost effective
No special equipment required
Project Implementation Steps

Testing and Evaluation
Software Analysis
Pilot-Scale Project
How It Works
Geotube® dewatering technology is the low cost, high volume dewatering solution. The dewatering process is simple and effective. The pumping process is repeated until the tube is full. Eventually, the solids can be handled as dry material, increasing options for transportation and disposal.
How Geotube® Dewatering Technology WorksDewatering with Geotube® technology is a three-step process:
Step 1: Filling -- Sludge (dredged material) is pumped into the Geotube® container. Environmentally-safe polymers are added to the sludge, which makes the solids bind together and water separate. The Geotube®container's unique fabric confines the fine grains of the material.
Step 2: Dewatering -- Clear effluent water simply drains from the Geotube® container through the small pores in the specially engineered textile. This results in effective dewatering and efficient volume reduction of the contained materials. And this volume reduction allows for the repeated filling of the Geotube® container. Over 99% of solids are captured, and clear filtrate can be collected and recirculated through the system. The decanted water is often of a quality that can be reused/returned for processing or returned to native waterways without additional treatment.
Step 3: Consolidation -- After the final cycle of filling and dewatering, the solids remain in the bag and continue to densify due to desiccation as residual water vapor escapes through the fabric. Volume reduction can be as high as 90 percent. When full, the Geotube® container and contents can be deposited at a landfill, remain on-site, or the solids can be removed and land-applied when appropriate.

Installation of Geotube® ContainersHere a brief summary of our step-by-step installation of Geotube® containers.
Step 1: Grade the site to remove any debris or sharp objects. (It is important to avoid puncturing the impermeable membrane or the Geotube® unit.) Be sure to level site from side to side, with no more than a 0.5% grade from end to end.
Step 2: Construct a containment berm 1/3 to 2/3 the height of the Geotube® unit around the perimeter.
Step 3: Dig trench inside containment berm, sloped for positive drainage to lower end of cell.
Step 4: Place impermeable membrane over the entire dewatering cell including the interior trench and the perimeter berm.
Step 5: Place drainage media (such as free-draining granular material or drainage net) over the entire site, except for the interior trench and containment berm.
Step 6: Unroll Geotube® unit over the drainage media on the upper end of the dewatering cell. Align unit using the handling straps.
Step 7: Install an inline mixing manifold system which includes an injection port, 90-degree elbows for mixing, and a sample port. Pump sludge through the return line as a final floc check before pumping into the Geotube® unit.
Step 8: Connect a flexible line to the filling port. Pinch valves are the preferred method to control the waste stream.
Step 9: The circumference of the Geotube® unit determines the design pump height. DO NOT exceed the design fill height.
Step 10: The Geotube® unit can be filled multiple times during the dewatering process. [Note: In colder climates, the freeze-thaw cycle improves dewatering efficiency.]
Step 11: Simply cut open the container and remove the solid material.
Use of Chemicals to Optimize the Dewatering Process
Chemical use is encouraged to enhance the dewatering process in most applications. Chemicals include: (1) coagulants and (2) flocculants. The right chemistry is critical. This should be the first step of the process. Professional counsel is strongly recommended to enhance performance.
The right chemical conditioning improves the following:
·
The rate of dewatering
Retention of suspended solids and contaminants
Clarity of effluent in NTUs (Nephelometric Turbidity Units)
Percentage of dry solids
Overall utility of Geotube® unit
The proper dosing and use of chemicals should be a priority in the preliminary planning of a dewatering project. Please see our Chemical Conditioning section for further details.
Chemical ConditioningChemical Conditioning refers to the addition of coagulants and/or flocculants to optimize the sludge dewatering. The following is a layman's description for chemical conditioning to provide a general understanding of the steps involved in setting up a system to make the chemicals down into solution and them mix the solution into the sludge or slurry prior to it going into the Geotube® unit for dewatering.
We recommend that you consult with a professional polymer supplier to conduct the bench tests to determine the optimum products and dosages. Likewise, if you are not familiar with setting up the polymer mixing and injection system, consult with your polymer supplier for assistance. A simple polymer make down system used to mix chemicals into a dewatering project.
For all kinds of dewatering equipment, be sure to check all of these parameters:

Sludge flow
Sludge concentration
Flocculant flow
Flocculant concentration
Post-dilution water flow
Injection point(s)
TenCate Geotube® has developed two tests to assist the operator or chemical supplier in evaluating candidate chemical regimens: (1) RDT (Rapid Dewatering Test) and (2) GDT (Geotube® Dewatering Test).
These tests allow the operator to do the following:
Visualize the dewatering process
Evaluate the efficiency of the selected polymer
Analyze the clarity of the effluent
Predict achievable percent solids after dewatering in Geotube® units
Estimate the time of the dewatering cycle.
Flow Diagram for Polymer Make Down System
This diagram illustrates a simple polymer make down system used to mix chemicals into a dewatering project. This shall serve as a general illustration. TenCate™ recommends you consult with your polymer supplier for assistance in setting up your polymer mixing and injection system.


Pilot-Scale TestAnother option to consider is a Pilot-Scale Test. Smaller Geotube® units can simulate operational conditions when space, time, and/or budget considerations apply. Larger scale pilot tests can also be used (if space and budget allow) to provide very detailed information. Large or small, pilot testing provides information, education, and measurable results in a very cost effective manner.

Software Analysis
TenCate™ provides design and technical assistance to owners, engineers, contractors, and customers to insure that each and every Geotube® project is successful for the customer.
TenCate™ offers support for all Geotube® projects with four proprietary software programs: Geotube® Simulator, Geotube® Estimator, Geotube® Illustrator, and Geotube® Stacking Analyzer. These programs provide preliminary output data to insure proper groundwork for dewatering (and shoreline protection) projects. All of the Geotube® software programs have both Metric and English input and output capabilities. Sample outputs are shown at the right.
Geotube® Simulator software provides the dimensions, stresses, and fill volumes for specific circumferences and heights of Geotube® units. This program creates a scale dimensional cross section image for any given Geotube® circumference and height.
Geotube® Estimator software calculates the length of the Geotube® units required for any dewatering project where the volume or known flow are provided. Dewatered volumes, number of pumping days, and dry tons are also part of the output data.
Geotube® Illustrator software looks at the defined footprint of a project and combines it with the volume of material to be dewatered. Then it calculates the number of Geotube® units needed, number of stacked layers, and amount of filtration fabric required to complete the project.
Geotube® Stacking Analyzer software identifies the maximum stresses on the Geotube® units at the critical locations for a variety of the stacking alternatives.
Safety in Selection & Operations
Introduction
Always follow the safety rules of the project or site owner, contractors, and regulatory agencies such as: OSHA and EPA. This safety section addreses safety recommendations for working with Geotube® containers.
Safety Considerations
There are many safety considerations involved in the selection and operation of a Geotube® unit. These include: fabric strength, capacity, seaming issues, and port design.
Additional Safety Information
Check out the other web pages in this Safety section and read more about these additional safety issues:
General Safety Issues1. Follow all site preparation recommendations as provided by your TenCate™ Market Manager.
2. The surface that the Geotube® container is placed on must be clear of any sharp objects that could pierce the units when filled and under pressure.
3. The Geotube® container area should have limited access with all individuals being briefed on the recommended safety instructions.
4. Geotube® containers and surrounding areas may be slippery due to (1) filtrate coming through fabric, and (2) possible surface deposits due to filtration.
5. Many installations contain contaminated material. Check with site personnel for proper safety requirements when around Geotube® containers, filtrate, and sludge.
Geotube® Container Handling1. Unload Geotube® containers using rigging slings rated for proper Geotube® weights. DO NOT use forks.
2. Store Geotube® containers on-site in a secure location out of traffic flow areas.
3. Position Geotube® unit on flat, level surface within the dewatering cell using the unrolling straps contained in the Geotube® package
Filling and Working Around Units
1. DO NOT fill Geotube® units over the manufacturer's maximum fill height stenciled on all Geotube® units (next to the fill ports.)
2. Always wear safety equipment specified by OSHA, property owner, and contractor.
3. DO NOT wear footwear that has cleats, spikes, or sharp objects on the soles.
Access and Working on Top of Geotube® Container
1. Geotube® containers that are filled, or are dewatering, may be wet and slippery. Caution is advised.
2. There are several safe ways to get on top of Geotube® containers.
3. Geoport® cover plates should remain in place when ports are not being filled.
4. Extra precaution is needed near ends and sides of units that are sloped.
5. Proper care should be taken when working on top of units or moving from one unit to the next.

Unplanned Release of SolidsThis involves releases such as when a puncture, hole, or rupture occurs.
1. Ensure all personnel are present and accounted for.
2. If solids are on any personnel, follow site cleaning requirements based on the type of solids.
3. Contain escaped solids. If large volume is present, place absorbent material (such as hay bails) around and over the released solids.
4. Notify appropriate personnel as required by site and regulator personnel.
5. Repair if needed.
Removal of Solids
1. In area where removal equipment is operating, ensure that it is appropriately marked.
2. Depending on the type of solids being removed, special precautions may be required.

Geotube® Dewatering ApplicationsGeotube® dewatering technology delivers solutions that offer high strength geotextiles with very unique filtration and retention properties. From our complete product line for the Dewatering Market, we offer materials that provide solutions for the following applications:
·

Mining & Mineral Processing
Flexible Enough for Available Space
Geotube® industrial fabrics deliver solutions for mining and mineral processing. From our complete product line for the dewatering market, we offer materials that are ideal for handling dewatering and containment in one operation. Mine tailings, coal sludge, and other materials can be managed and handled cost-effectively with Geotube® dewatering technology. Because Geotube® containers can be custom-sized to the application, they can be placed in available space between other structures, and removed once dewatering is complete. Geotube® dewatering technology is a cost-effective alternative to mechanical processes. It reduces disposal cost by consolidating higher solids with very little maintenance.
Effluent can be pumped directly from the process; or if a clarifier/thickener is used, effluent from the underflow can be diverted through the Geotube® container, eliminating the requirement for an expensive mechanical dewatering device. Geotube® units can be used to capture fines, silts, and clays from the tailings effluent prior to discharge into the ponds or directly into streams. Geotube® units will separate and dewater the fines and allow disposal without expensive dredging and transporting operations. In some cases, conditioners or polymers are used to promote flocculation to improve solids retention and filtrate quality. These solids can be safely stored onsite between uses or can be disposed of in a landfill. Because contaminates are contained, Geotube® dewatering technology eliminates concerns associated with airborne pollutants.
Geotube® containers can also be used to utilize the fines to build dikes and containment berms.
Source : http://www.tencate.com/

Wednesday, December 24, 2008

Geogrid in Flexible Pavement


Geogrid technology has developed steadily since the products werefirst introduced in the early 1980’s. The initial geogrid products rapidlygained popularity within the civil engineering industry, principallydue to their ability to provide simple, cost-effective solutions in variousroadway and grade separation applications.They have gained widespread acceptance over the last 25 yearsas a solution to problems associated with roads constructed on softor problematic subgrades, but their use with roads on competentsubgrades has been less common. Clear, well-established, design methodology from the AmericanAssociation of State Highway and Transportation Officials (AASHTO)is now available that allows the design engineer to quantify the benefitsof using geogrids to extend pavement design life. This approach canbe applied for the design of major highways or light duty pavementsassociated with local housing or retail store developments.


Geogrid Composition


A geogrid is a regular grid structure of polymeric material used toreinforce soil or other geotechnical engineering related materials.Products are generally classified as either Uniaxial Geogrids orBiaxial Geogrids, depending on whether their strength is predomi-nantly in one or two directions. Uniaxial Geogrids are principally used in grade separation appli-cations for retaining walls and steep slopes. Biaxial Geogrids areused mainly in roadway applications to either stabilize a soft subgrade, or to provide reinforcement to the unbound base coursematerials (referred to as base reinforcement). Benefits of usingBiaxial Geogrids for base reinforcement are typically a reduction ofrequired base course material thickness and/or a significant extension in service life of the pavement structure. In base reinforcement applications, the existing subgrade is of afirm nature or has been rendered such through the use of a subgradeimprovement technique. One of the principal failure mechanisms ofa pavement under these firm subsoil conditions is rutting–resultingfrom progressive lateral movement of the aggregate base courseduring traffic loading. The amount of lateral movement can be reduced greatly byincluding a Biaxial Geogrid within or at the bottom of the basecourse layer. Partial penetration of coarse aggregate particlesthrough the geogrid apertures and subsequent compaction, resultsin “mechanical interlock” or “confinement” of the aggregate particles.


Application Benefits


The principal benefit of using a geogrid within the unbound aggregatecomponent of a flexible pavement is less rutting at the surface. Thisis due to reduced lateral spreading of the unbound aggregate. However, an additional feature of the reinforcement is that thegeogrid confined aggregate results in a much stiffer base courselayer and a lower dynamic deflection of the pavement structureduring traffic loading. Fatigue cracking of the asphalt is thereforealso reduced due to the presence of the geogrid reinforcement.In order for geogrids to work successfully in base reinforcementapplications, they must have the capacity to facilitate efficient loadtransfer between the aggregate and the geogrid. Webster (1992) reported a large-scale research program undertakenby the U.S. Army Corps of Engineers to investigate and determinethe key physical properties of a geogrid required to create optimalinteraction and load transfer. A summary of the key material propertiesdetermined in the study are presented in the table below.Key geogrid properties as determined by the U.S. Army Corps of Engineers.


Expanded Use


As the population of our towns and cities continues to expand rapidly,new or recently constructed housing in the form of sub-division devel-opments are becoming increasingly commonplace. One of the morefrequent problems associated with the roads in these developmentsis adirect result of their method of construction.Phased construction has become an extremely common practice,particularly in residential developments. In order to build a roadwayto gain site access, contractors will initially placethe aggregate component of the pavement and,usually, a thin asphalt layer on top. This techniqueis particularlyuseful when local trenches arerequired for installation of utilitypipes and cables. Pavement distress in the form of asphalt crackingat the surface is common on phased roads withinsub-divisions. In many cases, these “alligatorcracks” start to appear within a very short periodof time following construction – perhaps as little asone or two years. The simple solution to this problem is a layer ofBiaxial Geogrid installed at the bottom or withinthe base course during initial construction. Forrelatively little additional expense at the start of construction, thelifetime of their road is extended enormously, while expensive anddisruptive rehabilitation or reconstruction activities are avoided.Another use of geogrid technology can be found in the developmentof pavements around retail stores. Typically, thicker heavy-duty pavements are adopted in the loading areas around suchstores, while thinner lighter duty pavements are used for the carparking areas.One of the main problems associated with this approach is thepotential for a “bath tub” effect – this is where the subgrade is at alower level in the areas of the heavy duty pavements. These areas areprone to water ingress and build up resulting in a reduction in thelong-term strength of the pavement. In colder regions, these areas are also more susceptible to theeffects of freeze-thaw activity. Both of these situations result in areduction in the design life of the pavement but there are additionalpractical problems for the contractor associated with this more complicated method of construction.In addition to offering protection against the “bath tub” problemsdescribed above, the reinforced sections offer significant material cost savings. Additional benefits result from increased speed of construction – fewer stake out procedures, less undercut/disposal offill, simpler construction, etc.


A Glimpse Into The FutureCurrently, AASHTO provides guidelines for the design of flexible pave-ments in their current design guide (AASHTO,1993) and in InterimStandard PP46-01 (AASHTO, 2001). New pavement design approaches,based on advanced mechanistic-empirical (M-E) principles, are beingdeveloped and refined by AASHTO and other entities. A few DOT’s have already made the leap to improved M-E designmethods, but most are still awaiting official publication of AASHTO’snew design guide which will advocate adoption of this approach topavement design. Official publication of the new AASHTO designguide may still be several years out, but the availability of a M-E baseddesign method incorporatinggeogrids within the pavement structureis currently being finalized by The University of Illinois atChampaign-Urbana.


Source :


R.D. Holtz, Ph.D., P.E., Geosynthetics Soil Reinforcement, Department of Civil & Environmental Engineering, University of Washington

Tuesday, December 23, 2008

Geosintetik atau Geotekstil di Indonesia


Geosintetik adalah material yang saat ini populer dalam proyek konstruksi di Indonesia terutama dalam pembangunan jalan di atas tanah lunak seperti di pulau Sumatera dan Kalimantan yang banyak terdapat tanah gambut. Selain itugeosintetik juga diaplikasikan sebagai filter pada konstruksi penahan gelombang baik di tepian pantai maupun lepas pantai . Istilah geosintetik mengacu pada material sintetik yang digunakan dalam permasalahan geoteknik. Material sintetik merupakan hasil polimerisasi dari industri-industri kimia atau minyak bumi. . Penggunaan bahan sintetik ini berkaitan dengan sifat ketahanan (durabilitity) material sintetik terhadap senyawa-senyawa kimia, pelapukan, keausan, sinar ultra violet dan mikroorganisme. Polimer utama yang digunakan untuk pembuatan geosintetik adalah Polyester (PET), Polyamide (PM), Polypropylene (PP), dan Polyethylene (PE).Geosintetik yang ada terdiri dari berbagai jenis dan diklasifikasikan dalam beberapa bentuk sebagai berikut :
1. Geotekstil, bahan lulus air dari anyaman (woven) atau tanpa anyaman (non woven) dari benang-benang atau serat- serat sintetik yang digunakan dalampekerjaan tanah.
2. Geogrid, produk geotekstil yang berupa lubang-lubang berbentuk segi empat (geotextile grid) atau lubang berbentuk jaring (geotextile net) , biasanya terbuat dari bahan Polyester (PET) atau High Density Polyethylene (HDPE)
3. Geofabric, semua produk geosintetik yang berbentuk lembaran
4. Geocoposite, kombinasi dua atau lebih tipe geosintetik
5. Geomembrane, geosintetik yang bersifat impermeable atau tidak tembus air, biasanya dibuat dari bahan high density polyethylene (HDPE).
6. Geocell, berbentuk sel-sel sebagai bahan penahan erosi atau perkuatan , terbuat dari bahan High Density Polyethylene (HDPE)7. Geotube, berbentuk tabung memanjang yang digunakan di daerah pantai
8. Geobag, berbentuk karung sebagai perkuatan di aliran sungai atau pantai .
9. Geocontainer, sebagai bahan pembuat pulau atau konstruksi ditengah laut dan diturunkan dari kapal .
10. Vertical drain, sebagai bahan pemercepat aliran disipasi air pori sehingga mempercepat proses settlement.
11. Concrete matras, berbentuk matras atau kasur yang diisi dengan beton untuk penahan dinding sungai pencegah erosi
12. Geojute, terbuat dari jaring-jaring atau bahan serat alami seperti dari serat kelapa sawit untuk penahan erosi .Produk ini mempunyai aplikasi yang sangat luas di bidang geoteknik & teknik sipil dari mulai konstruksi jalan raya, embankmen, perkuatan tanah lunak, jalan kereta api, jembatan, perkuatan lereng dan dinding, waduk, reklamasi pantai dan lainnya.
Geotekstil
Meliputi woven (tenun) dan non woven (tanpa tenun). Tenun dihasilkan dari 'interlaying' antara benang-benang melalui proses tenun, sedangkan non woven dihasilkan dari beberapa proses seperti : heat bonded (dengan panas), needle punched (dengan jarum), dan chemical bonded (enggunakan bahan kimia). Baik woven maupun non woven dihasilkan dari benang dan serat polimer terutama : polypropelene, poliester, polyethilene dan polyamide.Sebenarnya geotekstil pada awalnya dibuat dari berbagai bahan seperti serat-asli (kertas, filter, papan kayu, bambu) , misalnya penggunaan jute untuk percepatan konsolidasi sebagi pengganti pasir sebagai bahan drainase (vertical drain) yang banyak dilakukan di India atau dilakukan di Belanda dengan menggunakan serat filter. Perkuatan tanah lunak juga menggunakan papan-papan kayu atau anyaman bambu yang ditempatkan di atas di atas tanah lunak (jaman Romawi kuno dan juga di Kalimantan Indonesia). Hanya bahan organik tersebut mudah lapuk sehingga umur konstruksi tidak dapat lama kecuali bahan dari bambu atau kayu yang apabila berada dalam air secara terus menerus akan bersifat permanen.
Penanganan Longsoran
Salah satu aplikasi geotekstil adalah untuk penanganan longsoran, beberapa penelitian menunjukkan bahwa penanggulangan longsoran dengan bahan geosintetik atau geotekstil pada ruas jalan sebagai perkuatan timbunan jalan mempunyai fungsi sebagai berikut :
1. Geosintetik atau geotekstil sebagai separator, yaitu mencegah bercampurnya agregat pilihan dengan lapisan asli tanah lunak .
2. Geosintetik atau geotekstil sebagai perkuatan tanah dasar, yang mana material geosintetik atau geotekstil memiliki properties kekuatan tarik yang melawan pergerakan tanah dasar baik mengembang ataupun menyusut.
3. Geosintetik atau geotekstil sebagai perkuatan lereng jalan sementara atau permanen
4. Geomembrane sebagai perkuatan pada bahu jalan, yang berfungsi untuk mencegah perubahan kadar air pada tanah dasar karena geomembran mempunyai sifat kedap air, tahan pelapukan terhadap zat kimia tanah, dan organisme pembusukan dalam tanah, selain itu mempunyai tahanan terhadap kekuatan tarik terhadap longsoran , daya tahan terhadap sobek, dan daya tahan coblos yang tinggi.
5. Geotekstil non woven atau tanpa tenunan yang terbuat dari serat polyprophylene melalui proses needle punched adalah cocok untuk apliaksi pada tanah dasar yang banyak mengandung sisa-sisa tanaman karena mempunayi daya tahan coblos yang lebih tinggi dibandingkan dengan bahan lainnya. Disamping itu geotekstil non woven memiliki sifat hidrolik propertis yang lebih bagus shingga bisa sekaligus berfunsi sebagai filter yang hanya melarutkan air tanpa membawa agregat tanah .
Langkah-langkah perhitungan adalah :
1. Penentuan beban yang bekerja di ruas jalan
2. Analisa stabilitas internal dengan menghitung : tebal lapis perkuatan tanah, panjang geotekstil di depan dan di belakang bidang longsor, panjang total geotekstil bidang longsor, panjang overlap bahan perkuatan, panjang overlap bahan perkuatan, analisis stabilitas lereng, stabilitas terhadap kuat dukung tanah.
Diposkan oleh GEOSYNTHETICS INDONESIA (KNOWLEDGE CENTER) di

Right Application of Geosynthetics in Indonesia

Base reinforcementIn base reinforcement applications geosynthetics (geotextile) are used as tensile element at the bottom of a (sub)base or within a base course. This improves the service life of a road and/or an equivalent performance is obtained with a reduced base course thickness. Typical base reinforcement applications are roads and parking areas and stock yards.
Subgrade stabilisation
Geosynthetics (geotextile) allow construction over weak subgrades by uniformly distributing the load, improving bearing capacity, and providing reinforcement to weak or low strength subgrades. The use of TenCate geosynthetics as reinforcement, separation and filtration layer offers a simple, quick and cost effective alternative for this "classic" application of geotextiles.
Drainage
Each drainage body must be protected from the penetration of fine soil particles which would otherwise block or clog the system, resulting in a diminishing of the drainage function. Under optimum conditions, this is guaranteed with the filtration geotextiles of TenCate. High water permeability and optimum filtration opening size are the decisive parameters for this application.
Retaining structuresTransportation structures often require retaining walls or steep slopes to save expensive space, to minimize land acquisition or to provide a noise barrier. TenCate geosynthetics are used as integral components in reinforced soil structures such as retaining walls and slopes. TenCate Geosynthetics provide tensile resistance to the soil, enhancing its shear strength characteristics. This enables walls, slopes and embankments to be constructed cost-effectively and quickly. For more details on reinforced earth structures, please see the Retaining Structures section.
NATM tunnels
The main goal of geotextiles used in conventional tunnel construction (e.g. acc. NATM) is the protection of the sealing membrane. Furthermore, the drainage function and the long-term resistance to alkaline media have to be considered. TenCate products fulfil all high technical requirements of modern tunnel construction.
Cut-and-cover tunnels, Galleries
Cut-and-cover tunnels require special multi-layer lining systems which have to fulfil various requirements. A permanent protection of the sealing membrane is provided by high-quality nonwoven geotextiles. Very often, drainage geocomposites are used which can be easily installed, providing an effective drainage of seepage water even under high surcharge loads.
Subgrade stabilisationTenCate geosynthetics allow construction over weak subgrades by uniformly distributing the load, improving bearing capacity, and providing reinforcement to weak or low strength subgrades. The use of TenCate geosynthetics as reinforcement, separation and filtration layer offers a simple, quick and cost effective alternative for this "classic" application of geotextiles.
Retaining structuresTransportation structures often require retaining walls or steep slopes to save expensive space, to minimize land acquisition or to provide a noise barrier. TenCate geosynthetics are used as integral components in reinforced soil structures such as retaining walls and slopes. TenCate Geosynthetics provide tensile resistance to the soil, enhancing its shear strength characteristics. This enables walls, slopes and embankments to be constructed cost-effectively and quickly. For more details on reinforced earth structures, please see the Retaining Structures section.

Erosion protection
In order to guarantee a quick and lasting vegetation, slopes have to be protected from surface erosion. Erosion-control mats from TenCate not only protect slopes effectively from erosion, but also support the vegetation during the growing phase by storing water and providing protection against attacks by wind and precipitation.
Retaining walls
The installation of high-strength TenCate geosynthetics in layers considerably increases the stability of earth structures and controls the deformation. Geosynthetic reinforced retaining walls allow a variety of facing options including treated timbers, segmental concrete blocks, wrap-around and vegetated facings, gabions, pre-fabricated concrete elements, wire baskets and natural stone to provide superior aesthetics versus conventional cast-in-place concrete walls.
In case of critical deformation restrictions or in applications where survey is required, TenCate Polyfelt Geodetect can be installed in order to monitor the reinforced structure. Geodetect measures and follows the strain in soil and enables transmission of a warning signal as soon as its elongation reaches a preset limit.
Vegetated steep slopes
The installation of high-strength TenCate geosynthetics in layers considerably increases the stability of earth structures and controls the deformation. The inclusion of TenCate geosynthetics enable the use of locally available, often poor quality soil. To combine both engineering and landscaping aspects TenCate offers systems for vegetated steep slopes.
In case of critical deformation restrictions or in applications where survey is required, TenCate Polyfelt Geodetect can be installed in order to monitor the reinforced structure. Geodetect measures and follows the strain in soil and enables transmission of a warning signal as soon as its elongation reaches a preset limit.
Landfill covers
In landfill cover systems, the synthetic geomembrane must be protected from mechanical damage, which can be easily provided by TenCate Polyfelt P. Along slopes, additional requirements must be considered: TenCate Polyfelt Rock reinforcement geosynthetics are used to avoid a transfer of tensile forces into the membrane. Seepage and precipitation water is drained off by drainage geocomposites. Finally, erosion-protection mats guarantee a quick and effective vegetation on the slope surface.
Base lining systems
In landfill base lining systems, the synthetic geomembrane must be protected from mechanical damage, which can be provided by TenCate Polyfelt P. Furthermore, the penetration of fines into the drainage layer resulting in its clogging must be prevented. TenCate Polyfelt TS filter geotextiles fulfil this function permanently.Along slopes, additional requirements must be considered: TenCate Polyfelt Rock reinforcement geosynthetics are used to avoid a transfer of tensile forces into the membrane. Seepage water can be drained off to avoid any pressure underneath the membrane by using drainage geocomposites.
Flood protection dikes
Geosynthetics guarantee the stability of flood protection dikes, due to their special drainage and filtration properties. Geotextile wrapped drainage cores or special filtration mats under rip-rap prevent erosion and a consequent dike fracture. Geotextile reinforced earth structures allow the use of low-quality on-site fill material, thereby providing a reliable and cost effective construction method. TenCate erosion-protection mats prevent surface erosion and thereby contribute to a high slope stability.
Coastal and river bank protection
Geotextiles are used as filter blankets underneath revetments. Their purpose is to prevent erosion caused by the energy of waves and currents and to allow free two-way flow between the water body and the ground without the build up of hydraulic pressure. Geotextiles replace partly, or completely, expensive mineral filter layers. Geosynthetics from TenCate provide both, optimized filtration behaviour for fine or coarse grained soils and high resistance to damage. Geotube® containers are geotextile encapsulated soils that may be used to replacerock as conventional building blocks in marine and hydraulic engineering structures
Canals and reservoirs
In canal and reservoir construction, lining systems using geosynthetics are widely used. The effective long-term protection of synthetic geomembranes can be guaranteed by using the high-quality production geotextile TenCate Polyfelt P. Additionally, drainage geocomposites are often used to drain off seeping ground water and percolating surface water underneath the sealing membrane.
Pipe foundation and mechanical protection
In order to guarantee that a sub-surface pipeline permanently fulfils its function, it must be protected from damage and from settlements of low-bearing-capacity subgrades. Optimum solution in this respect can be provided by TenCate reinforcement products to minimize settlements and TenCate nonwovens for protection purposes.
Buoyancy protection
In order to guarantee that a pipeline remains stable under buoyancy, it must be secured against such forces and against damage during installation. Optimum solution in this respect can be provided by TenCate Polyfelt Rock to take up tensile forces, combined with TenCate Polyfelt nonwovens to protect the pipeline from damage.
Installation under water
In order to guarantee that a pipeline remains stable under buoyancy and under settlements of the subgrade, it must be secured against any harmful forces occurring in the subgrade. Optimum solution in this respect can be provided by TenCate Polyfelt Rock to stabilise
Pillow foundation
The settlement of pipeline foundations should be limited to a minimum. TenCate reinforcement products are successfully used for pillow foundations over low-bearing-capacity subgrades.
Foundation over cavities
In order to minimise the potential of sudden settlements which would be a danger for the public traffic, preventive measures using high-strength TenCate geosynthetics are recommended. In the case of a sudden damage of the subsurface, the geosynthetic acts as a membrane keeping the road or railway structure intact until further repair measures can be undertaken.
In case of critical deformation restrictions or in applications where survey is required, TenCate Polyfelt Geodetect can be installed in order to monitor the reinforced structure. Geodetect measures and follows the strain in soil and enables transmission of a warning signal as soon as its elongation reaches a preset limit.
Pile foundation
In order to guarantee the stability of embankments over weak subgrade, piles are very often used. Geosynthetic reinforced base courses transfer the loads from the embankment to the piles, helping to reduce the required number of piles, thus reducing costs.
In case of critical deformation restrictions or in applications where survey is required, TenCate Polyfelt Geodetect can be installed in order to monitor the reinforced structure. Geodetect measures and follows the strain in soil and enables transmission of a warning signal as soon as its elongation reaches a preset limit.
Embankments on weak subgrade
TenCate geosynthetics are placed at the base of embankments to provide short and long term stability and limit differential settlement. The geosynthetic is placed directly on the soft foundation, prior to the placement of the embankment fill.TenCate Geosynthetics facilitate the construction of a working platform and allow construction of higher embankments and steeper embankment side slopes.
Building drainage
Phreatic and seepage water can cause damage to building structures. Such water can easily and effectively be removed by drainage systems. These systems usually consist of drainage pipes, surrounded by drainage gravel and filter geotextiles. This filter protects the gravel from the penetration of fine soil particles which would otherwise block or clog the system. Alternatively, easy to install drainage mats can be used, replacing the drainage gravel.
Flat roofs
In the case of flat roof gardens, it must be assured that the top soil does not penetrate in to the drainage system, reducing its drainage function. This requirement is guaranteed by using TenCate Polyfelt TS filter geotextiles. Alternatively precipitation water can be drained off by TenCate drainage geocomposites, replacing the drainage gravel. This reduces the weight on the roof and the required construction height.
Parking decks
Generally, maintenance intervals in building structures should be as long as possible. In parking decks, an effective drainage by means of compression resistant drainage mats can considerably contribute to this goal by draining off any water seeping into the structure.
Foundation
When buildings are constructed on subgrade with low bearing capacity, special measures are necessary to guarantee an adequate stability. A simple and cost effective alternative to soil replacement and soil improvement methods is the installation of Geosynthetics to separate, filter and reinforce the soft subgrade.
Basement drainage
Phreatic and seepage water can cause damage to building structures. Such water can easily and effectively be removed by drainage systems. They usually consist of drainage pipes, surrounded by drainage gravel and filter geotextiles. This filter protects the gravel from the penetration of fine soil particles which would otherwise block or clog the system.
Swimming pools, Paddling ponds, Sand pits
Due to the mechanical properties of geotextiles, expensive material such as swimming pool or paddling pond membranes are protected from damage by sharp-edged stones or roots. Furthermore, TS prevents the mixing of different materials, such as sand and soil in a children's sand pit.
Ponds, Biotopes
Due to the mechanical properties of geotextiles, expensive material such as membranes of ponds or biotopes are protected from damage by sharp-edged stones or roots. The sealing function is therefore guaranteed permanently.
Patios, Garage drives, Pathways
Sand and base course under terraces and garden pathways remain clean and permanently separated. Slabs remain even and do not wobble. Frost damage and subsurface erosion are prevented, the function is guaranteed over a long period of time.
Road maintenance
Sooner or later, all roads require cost consuming maintenance. In order to extend the maintenance intervals, paving fabrics are successfully used. They level stresses within the upper structure, and reduce frost damage within the base course. TenCate Polyfelt PGM can be used both in the maintenance of old roads as well as in the construction of new roads.
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