摘要
讨论了在三向应力状态作用下，膨胀土在不同初始含水量条件下的三向变形特征，以及各种因素对它们的影响．通过分析讨论，揭示了这种变形机理，为今后探讨在各种随机变化场情况下膨胀土的变形，提供了一种必要的途径．
The speciality of triaxial deformation of expansive soils was studied under the condition of triaxial stress state and different initial water content. The influence of various factors on expansive soils was also studied. The mechanism of deformation was revealed through analysis and discussion. A way was given to study the deformation of expansive soils under the condition of various stochastical variety fields.
出处
《武汉水利电力大学学报》
CSCD
1994年第6期616-621,共6页
Engineering Journal of Wuhan University
关键词
膨胀土
浸水
三轴试验
变形
expansive soils
triaxial tests
deformation
