27.01.2015 Views

Specification Part 3 - Road & Bridge Works - Urban Administration ...

Specification Part 3 - Road & Bridge Works - Urban Administration ...

Specification Part 3 - Road & Bridge Works - Urban Administration ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Physical requirements:<br />

Weight e” 90 gm/sq. m, Width e” 90 mm and Thickness e” 5mm<br />

Filter criterion requirement: The two key parameters that indicate the quality of filter are AOS<br />

(Apparent opening size) and cross plane permeability of filter. It is recommended that the following<br />

criteria be adopted for selection of PVDs.<br />

O 95 d” (2-3) D 85 and O 50 d” ( 10-12) D 50<br />

Where O 95 is AOS of filter, O 50 is size that is larger than 50% of fabric pores, D 85 and D 50<br />

refer to sizes of 85 percent and 50 percent of passing of soil particles by weight.<br />

Permeability Requirement: The permeability of filter is normally required to be at least one order of<br />

magnitude higher than that of soil. The PVDs are generally used to accelerate the consolidation of very<br />

soft saturated soils such as marine clay. The permeability of soils found in India generally have<br />

permeability of the order of 10-7 to 10-10 m/s. Considering the clogging effect, a much higher<br />

permeability is required. To avoid clogging it is recommended that the permeability of PVDs should at<br />

least be of the order of 10-4 m/s.<br />

701.2.6 Testing, handling, certification and acceptance: Geosynthetics shall be tested in<br />

accordance with tests prescribed by ASTM/ BIS for respective applications. In absence of ASTM/BIS<br />

Codes, tests prescribed either by British Standards or International Standards Organization, shall be<br />

conducted. The supplier of the geotextile should provide to the Engineer, a certificate stating the name<br />

of the manufacturer, product name, style number, roll number, chemical composition of the filaments or<br />

yarns and other pertinent information regarding property values of individual roll to fully describe the<br />

geosynthetics.<br />

The manufacturer is responsible for establishing and maintaining a quality control programme to assure<br />

compliance with the requirements of the specifications. Documentation describing the quality control<br />

programme shall be made available upon request. The manufacturer certificate shall state that the<br />

furnished geotextile meets MARV requirements of the specifications as evaluated under the<br />

Manufacturer’s quality control programme and are in conformance as per ASTM D 4759. The certificate<br />

shall be attested by a person having legal authority to bind the manufacturer.<br />

702.2.6.1 Handling and Storage of Geosynthetics<br />

Geosynthetics must be handled and stored properly to ensure that the specified physical properties are<br />

retained to serve project needs. Geosynthetics rolls shall be furnished with suitable wrapping for<br />

protection against moisture, and extended ultraviolet exposure to ultraviolet exposure prior to<br />

placement. Each roll should be labeled or tagged to provide product identification sufficient for inventory<br />

and quality control purposes. Rolls should be stored in manner which protects them for elements. If<br />

stored outdoors, they shall be elevated and protected with water proof cover.The damages caused on<br />

this account can significantly educe the geosynthetics ability to perform its intended function in some<br />

applications.<br />

The objective of geosynthetics handling and storage is to safely transport and store the geotextile rolls<br />

at the project site without damaging the geosynthetics or unduly exposing it to sun light (ultraviolet<br />

light), moisture or other contamination. The following are some of the general recommendations to be<br />

followed while working with geosynthetics at site.<br />

Site Handling<br />

Rolls of geosynthetics should always be lifted off the ground surface prior to moving. Dragging the<br />

geosynthetics and operating equipment on the geosynthetics, which results in physical damage, shall<br />

be avoided at all times.<br />

Site Storage<br />

The geosynthetics rolls shall be adequately protected from ultraviolet light exposure during storage on<br />

site. A protective wrapping shall be kept on rolls until the geosynthetics are installed. If stored outside,<br />

the geotextile should be elevated from the ground surface and adequately covered to protect them from<br />

site construction damage, precipitation, ultraviolet radiation including sun light, chemicals that are

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!