Deformation Evolution of Disturbed Red Clay Under Cyclic LoadingChinese Full Text
LIU Xiaonan;XIAO Guiyuan;WANG Haopeng;WANG Yipeng;Guilin University of Technology;Guangxi Key Laboratory of Geotechnics, Guilin University of Technology;
Abstract: A series of bi-directional cyclic dynamic triaxial tests were carried out using red clay backfill of a highway in Nanning as a practical engineering application scenario. The deformation behavior of disturbed red clay under cyclic loading was investigated, and the influence laws of confining pressure, CSR and loading frequency on the dynamic elastic modulus of the soil were analyzed. Hysteresis curves and εp-N relationship curves are plotted based on the test results, and the developm... More
Keywords：
red clay; dynamic triaxial test; modulus of elasticity; permanent strain; nonlinear fitting;
- Series：
(C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject：
Architecture and Engineering
- Classification Code：
TU446
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