ASTM D6917-2003(2011) 2500 Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)《预制直立式排水管(PVD)试验方法的选择标准指南》.pdf
《ASTM D6917-2003(2011) 2500 Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)《预制直立式排水管(PVD)试验方法的选择标准指南》.pdf》由会员分享,可在线阅读,更多相关《ASTM D6917-2003(2011) 2500 Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)《预制直立式排水管(PVD)试验方法的选择标准指南》.pdf(2页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D6917 03 (Reapproved 2011)Standard Guide forSelection of Test Methods for Prefabricated Vertical Drains(PVD)1This standard is issued under the fixed designation D6917; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, th
2、e year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This guide provides recommendations for the selectionof appropriate test methods for prefabricated vertical
3、geocom-posite drains (sometimes referred to as Wick Drains) used ingeotechnical engineering applications to provide consistency indata reporting.1.2 This guide includes test methods for all types ofprefabricated geocomposite drains manufactured in a plant andconsisting of a polymeric core structure
4、with a synthetic fabric(geotextile) jacket for filtration.1.3 This guide is intended to aid all personnel involved inthe selection, manufacture, installation, or evaluation of pre-fabricated vertical drains.1.4 This standard does not purport to address all of thesafety concerns, if any, associated w
5、ith its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D3786 Test Method for Bursting Strength of TextileFabricsDiaphrag
6、m Bursting Strength Tester MethodD4491 Test Methods for Water Permeability of Geotextilesby PermittivityD4533 Test Method for Trapezoid Tearing Strength ofGeotextilesD4632 Test Method for Grab Breaking Load and Elonga-tion of GeotextilesD4716 Test Method for Determining the (In-plane) FlowRate per U
7、nit Width and Hydraulic Transmissivity of aGeosynthetic Using a Constant HeadD4751 Test Method for Determining Apparent OpeningSize of a GeotextileD4884 Test Method for Strength of Sewn or ThermallyBonded Seams of GeotextilesD4886 Test Method for Abrasion Resistance of Geotextiles(Sand Paper/Sliding
8、 Block Method)D5101 Test Method for Measuring the Soil-Geotextile Sys-tem Clogging Potential by the Gradient RatioD5199 Test Method for Measuring the Nominal Thicknessof GeosyntheticsD5261 Test Method for Measuring Mass per Unit Area ofGeotextilesD5322 Practice for Laboratory Immersion Procedures fo
9、rEvaluating the Chemical Resistance of Geosynthetics toLiquidsD5493 Test Method for Permittivity of Geotextiles UnderLoadD5567 Test Method for Hydraulic Conductivity Ratio(HCR) Testing of Soil/Geotextile SystemsD5819 Guide for Selecting Test Methods for ExperimentalEvaluation of Geosynthetic Durabil
10、ityD6241 Test Method for the Static Puncture Strength ofGeotextiles and Geotextile-Related Products Using a50-mm ProbeD6364 Test Method for Determining Short-Term Compres-sion Behavior of GeosyntheticsD6389 Practice for Tests to Evaluate the Chemical Resis-tance of Geotextiles to Liquids3. Terminolo
11、gy3.1 Definitions:3.1.1 geocomposite, na product composed of two or morematerials, at least one of which is a geosynthetic.3.1.2 geosynthetic, na planar product manufactured frompolymeric material used with soil, rock, earth, or other geo-technical engineering related material as an integral part of
12、 amanmade project, structure, or system.3.1.3 geotechnical engineering, nthe engineering applica-tion of geotechnics.1This guide is under the jurisdiction ofASTM Committee D35 on Geosyntheticsand are the direct responsibility of Subcommittee D35.03 on Permeability andFiltration.Current edition appro
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