1.1 拟定试验方法的目的是获得水/胶凝材料比，该比允许实际测量土工合成胶凝复合垫（GCCM）中所含胶凝材料的抗压强度。该水/胶凝材料比通常应代表GCCM水化后实际达到的水/胶凝材料比。由于GCCM材料在现场使用时不涉及混合或使用精确的水化方法，因此该方法对于提供水/水泥基材料比的定量估计是必要的。 1.2 该程序确定了适当水合GCCM的水/胶凝材料比，然后根据适当的参考ASTM测试方法，使用该比例创建立方体或圆柱体试样进行抗压强度测试。抗压强度结果将代表GCCM正常水化后在GCCM中发现的固有胶凝材料的强度。 1.3 以国际单位制为单位的数值应视为标准值。括号中以英寸-磅为单位的数值仅供参考。 1.4 本标准并非旨在解决与其使用相关的所有安全问题（如有）。 本标准的用户有责任在使用前制定适当的安全、健康和环境实践，并确定监管限制的适用性。 1.5 本国际标准是根据世界贸易组织技术性贸易壁垒（TBT）委员会发布的《关于制定国际标准、指南和建议的原则的决定》中确立的国际公认标准化原则制定的。 ====意义和用途====== 5.1 水合作用是GCCM安装的一个关键方面。 GCCM装置通常使用过量水进行水合，以确保存在饱和状态。因此，由于使用的实际水合方法，通常不可能准确监测和控制吸收和水合水泥材料的加水量。 5.2 能够区分GCCMs应用中使用的胶凝材料的质量很重要。测量水泥基材料的抗压强度特性通常是提供水泥强度和质量测量的公认方法。抗压强度特性将随水/胶凝材料比而变化，因此，有必要确定近似于- 使用水化，而不是水/水泥基材料的比例，它只是提供了最大的性能，但不能作为实际使用条件的代表。 5.3 水泥基材料的抗压强度可能会受到水化过度和水化不足的影响。 5.4 该方法确定了一种获得水/水泥基材料比的方法，该水/水泥基材料比代表通过GCCM适当水合获得的水/水泥基材料比，以允许复制实验室抗压强度测试，供GCCM设计师、检查员和安装人员使用。

1.1 The purpose of the proposed test method is to obtain a water/cementitious material ratio that allows for a practical measurement of the compressive strength of the cementitious material contained within a geosynthetic cementitious composite mat (GCCM). This water/cementitious material ratio should be generally representative of that achieved practically upon the hydration of a GCCM. Because GCCM materials do not involve mixing or the use of exact water hydration methods when employed in the field, this method is necessary to provide a quantitative estimate of the water/cementitious material ratio. 1.2 This procedure determines the water/cementitious material ratio for a properly hydrated GCCM, which is then used to create cube or cylinder specimens for compressive strength testing as per the appropriate referenced ASTM test methods. Compressive strength results will then be representative of the strength of the inherent cementitious material found in the GCCM after normal GCCM hydration. 1.3 The values in SI units are to be regarded as standard. Values in inch-pound units are in parentheses for information. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee. ====== Significance And Use ====== 5.1 Hydration is a critical aspect of GCCM installation. GCCM installations are often hydrated with excess water to ensure that a saturated condition exists. Therefore, it is not generally possible to monitor and control exactly the water addition that absorbs and hydrates the cementitious materials due the practical methods of hydration in use. 5.2 It is important to be able to distinguish the quality of cementitious material used in applications for GCCMs. A measurement of compressive strength properties of the cementitious material is often an accepted method to provide a measure of the cement strength and quality. The compressive strength properties will vary with the water/cementitious material ratio and, therefore, it is necessary to determine a practical value that approximates in-use hydration and not a water/cementitious material ratio that simply provides the maximum properties but cannot be expected as representative of actual use conditions. 5.3 The compressive strength of the cementitious material can be affected by both over and under hydration. 5.4 This method identifies a means to obtain a water/cementitious material ratio representative of that obtained by proper hydration of GCCMs to allow replication for laboratory compressive strength testing for use by GCCM designers, inspectors, and installers.