摘要
对不同形状、尺寸、端部边界约束条件以及龄期的水泥土试件进行了无侧限抗压强度试验 ,探讨了水泥土强度的试件形状和尺寸效应。
Based on results of unconfined compression strength test for cement stabilized soil specimen of different shapes,sizes,boundary conditions and curing times, the shape and size effect of cement stabilized soil specimen is preliminarily analyzed and discussed.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2002年第5期580-583,共4页
Chinese Journal of Geotechnical Engineering