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Development of Modulus-Soil Moisture Model for Subgrade Soils Using Suction Control Testing System

机译:利用吸力控制测试系统开发路基土壤模量土壤水分模型

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摘要

In a pavement structure, moisture is an environmentally driven variable that can significantly affects the resilient modulus of subgrade soils. In this study, the variations of deformational modulus with post compaction moisture content were investigated for three subgrade soils using suction control resonant column and torsional shear (RC/TS) tests. A series of tests were performed to evaluate the modulus values using specimens compacted at various moisture contents and compared to the results obtained by post compaction method by suction controlling. Applicability of existing models which relate the modulus and soil moisture was assessed using test results and a model which relates the modulus and soil suction was newly proposed.
机译:在路面结构中,水分是一个环境驱动的变量,可能会显着影响路基土壤的弹性模量。在这项研究中,使用吸力控制共振柱和扭剪(RC / TS)试验研究了三种路基土壤的变形模量随压实后含水量的变化。使用在各种水分含量下压实的样品进行了一系列测试,以评估模量值,并与通过吸力控制通过后压实方法获得的结果进行了比较。利用试验结果评估了与模量和土壤湿度相关的现有模型的适用性,并新提出了与模量和土壤吸水相关的模型。

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