摘要
通过击实水泥土块试样的全应力—应变试验,确定了水泥土块变形指标,研究了水泥土块变形破坏特征及机理,为夯实水泥土桩复合地基沉降变形计算提供了可靠的依据。
Accordlng to stress- strain test of compacted cement- soil, the distortion index is made sure. The deformation charactcr/stics and mechanism arc analyzed. The results will provide the dependable cvidcnces for settlement computation of compacted cement - soil pile composite ground.
出处
《黑龙江交通科技》
2008年第3期49-50,52,共3页
Communications Science and Technology Heilongjiang
关键词
水泥土块
应力-应变
变形破坏
cement - soil specimen
stress - strain
deformation failure
