收藏 分享(赏)

ASTM_D_6524_-_00_2011.pdf

上传人:益****师 文档编号:173347 上传时间:2023-03-04 格式:PDF 页数:3 大小:66.41KB
下载 相关 举报
ASTM_D_6524_-_00_2011.pdf_第1页
第1页 / 共3页
ASTM_D_6524_-_00_2011.pdf_第2页
第2页 / 共3页
ASTM_D_6524_-_00_2011.pdf_第3页
第3页 / 共3页
亲,该文档总共3页,全部预览完了,如果喜欢就下载吧!
资源描述

1、Designation:D652400(Reapproved 2011)Standard Test Method forMeasuring the Resiliency of Turf Reinforcement Mats(TRMs)1This standard is issued under the fixed designation D6524;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year

2、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 test method covers the resiliency or recovery of turfreinforcement mats(TRMs)after they have been subjected tothree

3、 cycles of loading at 689 kPa(100 psi)for 1 min/per cycle.1.2 This test method does not provide resiliency values forTRMs under variable normal compressive stresses.This testmethod determines nominal resiliency.1.3 The values stated in SI units are to be regarded asstandard.The values given in paren

4、theses are for informationonly.1.4 This standard does not purport to address all of thesafety concerns,if any,associated with 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

5、prior to use.2.Referenced Documents2.1 ASTM Standards:2D123 Terminology Relating to TextilesD4354 Practice for Sampling of Geosynthetics for TestingD4439 Terminology for Geosynthetics3.Terminology3.1 Definitions:3.1.1 pressure,nthe force or load per unit area.3.1.2 thickness(1)the distance between o

6、ne planar surfaceand its opposite parallel and planar surface;(2)for TRMs,thedistance between the upper and lower surfaces of the material,measured under a specified pressure and time.3.1.3 turf reinforcement mat(TRM),na long-term nonde-gradable rolled erosion control product composed of UVstabilize

7、d,nondegradable,synthetic fibers,nettings,or fila-ments,or combination thereof,processed into three-dimensional reinforcement matrices.3.2 For definitions of other textile terms used in this testmethod,refer to Terminology D123.3.3 For definitions of other terms relating to geotextiles andgeomembran

8、es used in this test method,refer to TerminologyD4439.4.Summary of Test Method4.1 The nominal resiliency of TRMs is determined byobserving the thickness of the TRM before and after it issubjected to three cycles of loading at 689 kPa(100 psi)for 1min/cycle.5.Significance and Use5.1 Resiliency may be

9、 used to control the quality of manyTRMs.Resiliency may be indicative of a TRMs ability toretain original configuration after exposure to the stresseswhich may be exerted during manufacture,shipping,andinstallation.Resiliency is not generally indicative of fieldperformance.5.2 The resiliency of TRMs

10、 may vary considerably depend-ing on the pressure applied to the specimen during loadingcycles.To minimize variation,specific sample size and appliedpressure are indicated in this test method to ensure all resultsare comparable.5.3 To determine the effect of different pressure loadings onthe final t

11、hickness of TRMs,use this test method.5.4 This test method may be used for acceptance testing ofcommercial shipments of TRMs,but caution is advised sinceinformation on between-laboratory precision is incomplete.Comparative tests,in accordance with 5.4.1 may be advisable.5.4.1 In a case of a dispute

12、arising from differences inreported test results when using this test method for acceptancetesting of commercial shipments,the purchaser and the sup-plier should conduct comparative tests to determine if there isa statistical bias between their laboratories.Competent statis-tical assistance is recom

13、mended for the investigation of bias.As a minimum,the two parties should take a group of testspecimens that are as homogeneous as possible and that are1This test method is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.05 on Geosyn-t

14、hetic Erosion Control.Current edition approved June 1,2011.Published July 2011.Originally approvedin 2000.Last previous edition approved in 2006 as D6524 00(2006).DOI:10.1520/D6524-00R11.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm

15、.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 formed from a lot of material of the type in question.The testspecime

16、ns should be randomly assigned in equal numbers toeach laboratory for testing.The average results from the twolaboratories should be compared using Students t-test forunpaired date and an acceptable probability level chosen by thetwo begun.If bias is found,either its cause must corrected,orthe purchaser and be found and interpret future tests in suppliermust agree to the light of the known bias.NOTE1The user should be aware that the compressibility of thematerials,their rebound characteristics,a

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 专业资料 > 国外标准

copyright@ 2008-2023 wnwk.com网站版权所有

经营许可证编号:浙ICP备2024059924号-2