摘要
通过对粘土与聚丙烯土工带在不同含水量、剪切速率下进行不同法向荷载作用下的剪切试验,得出了高液限粘土 与筋带之间的剪切特性,讨论了法向应力、剪切速率及含水量对界面剪切特性的影响,试验结果对实际加筋土工程的设计研 究具有重要的参考作用。
Systematic direct-shear tests in large direct-shear apparatus were carried out for the clay reinforced by geobelf under different normal stresses、 shear rate and water content. Based on the test result, stress-strain relationship is studied. Some useful conclusions and opinions which can be used to make research and design are also presented.
出处
《交通标准化》
2004年第9期90-94,共5页
Communications Standardization
