A series of consolidated un - drained triaxial tests with equal consolidation ratio and equal shear are done for undisturbed loess q3 samples from longxi region of gan - su province 摘要用总应力法研究了应力路径对陇西q3原状黄土的固结不排水剪强度的影响。
3.
2 . the fem software plaxis is introduced and its theories and numerical methods are given . the standard drained triaxial test and the oedometer test are subjected to simulations of various laboratory tests in order to validate the reliability with measured test data 引入了plaxis程序，对plaxis程序的特点、计算分析原理进行了概述，对土体的三轴试验和侧限固结试验进行了模拟，计算结果较好的反应了土体的基本特性，并与试验结果符合良好。
