ASTM D5889/D5889M-16
土工合成粘土衬里的质量控制标准实施规程

Standard Practice for Quality Control of Geosynthetic Clay Liners


标准号
ASTM D5889/D5889M-16
发布
2016年
发布单位
美国材料与试验协会
替代标准
ASTM D5889/D5889M-18
当前最新
ASTM D5889/D5889M-18(2022)
 
 
引用标准
ASTM D1505 ASTM D4439 ASTM D4632/D4632M ASTM D5199 ASTM D5261 ASTM D5887 ASTM D5890 ASTM D5891/D5891M ASTM D5993 ASTM D5994/D5994M ASTM D6243/D6243M ASTM D6496/D6496M ASTM D6693/D6693M ASTM D6768/D6768M ASTM D792 ASTM D882
适用范围

4.1 GCLs must be properly manufactured in a manner consistent with a minimum level of quality control as determined by in-house testing of the final product. This practice suggests the types of tests, the methods of the testing and the minimum testing frequencies.

MD = machine direction
8201;8201;8201;8201;CD = cross-machine direction
8201;8201;8201;8201;Minimum = lowest result for the produced lot from which the supplied rolls were selected
8201;8201;8201;8201;Maximum = highest result for the produced lot from which the supplied rolls were selected
8201;8201;8201;8201;n/a = not applicable

(A) The tests on the bentonite are to be performed on the as-received material before fabrication into the GCL product.
(B) Cert letter from component manufacturer or QA from GCL manufacturer, or both. Cert letters must arrive and be checked before the components are used for the GCL production.
(C) If the moisture content from the bentonite added during production did not change, the mass per unit area and moisture content of the bentonite (evaluated according to 1.3 in Table 1) can be used to determine the values of the finished GCL product.
(D) Components from finished GCL product should not be separated and tested, because the production process may alter the properties of the components.
(E) MARV–minimum average roll value, only evaluated for a one-year production period with an average value minus 2 standard deviations. If the production period is less than one year, for example, for job-specific products, a MARV value may not be able to be evaluated, then the minimum value shall be reported.
(F) Dried bentonite should be defined as 08201;% moisture content.
(G) Internal shear testing (Test Method D6243/D6243M) may be applicable to quality control of the bonding strength of non-needle-punched reinforced and stitch-bonded GCLs.
(H) This test is not applicable for multi-component GCLs (for example, products with geomembrane backing(s), geofilm backing(s), or polymer backing(s)).

4.2 It should be clearly recognized that manufacturers may perform additional tests or at greater frequency than required in this practice, or both. In this case, the manufacturer's quality control plan will then take precedence over this practice. The quoted tests and test methods in Table 1 must appear in the QC plan and the QC report.

飞灰填埋场系统结构及设施组成

2021 危险废物全过程污染控制大会各有关单位:     为落实新修订《固体废物污染环境防治法》,完善危险废物环境标准体系,加强危险废物利用处置,生态环境部将逐步完善我国危险废物利用处置相关污染控制标准。新修订《危险废物填埋污染控制标准》《危险废物焚烧污染控制标准实施,为危险废物利用处置企业提出了更高污染防治要求。...

【场地修复第9弹】D9-土壤阻隔填埋技术 (适用于重金属、有机物及重金属有机物复合污染土壤)

2) 阻隔系统深度:通常阻隔系统要阻隔到不透水层或弱透水层,否则会消弱阻隔效(3)土壤覆盖厚度:对于粘土层通常要求厚度大于300 mm,且经机械压实后饱和渗透系数小于10-7 cm/s;对于人工合成材料衬层,满足《垃圾填埋场用高密度聚乙烯土工膜》(CJ/T 234)相关要求。...

石化类项目防渗设计小结

4、地下污水管线及污水收集、储存、处理设施防渗设计①特殊污染防治区中污水池宜采用刚性防渗结构或复合防渗结构,生产污水和污染雨水管道宜采用柔性防渗结构,渗透系数均不宜大于1×10-12cm/s。②特殊污染防治区内污水管道设计壁厚应适当加厚,并且采用最高级别的外防腐层。金属污水管道接口焊缝不得低于焊缝质量分级标准Ⅲ级。③穿过污水池(或井、沟)壁管道和预埋件,应预先设置,不得打洞。...

固废未遮蔽贮存引来高额罚款,企业应如何正确设置危废暂存间?

②危废间应有完善防渗措施和渗漏收集措施,防渗措施应满足《危险废物贮存污染控制标准》(GB18597-2001)(2013年修订)6.3.1防渗要求,防渗要求:6.3.1 基础必须防渗,防渗层为至少1米厚粘土层(渗透系数≤10-7厘米/秒),或2毫米厚高密度聚乙烯,或至少2毫米厚其它人工材料,渗透系数≤10-10厘米/秒;渗漏收集措施应满足《危险废物贮存污染控制标准》(GB18597-2001)(...


谁引用了ASTM D5889/D5889M-16 更多引用





Copyright ©2007-2022 ANTPEDIA, All Rights Reserved
京ICP备07018254号 京公网安备1101085018 电信与信息服务业务经营许可证:京ICP证110310号