摘要
采用直剪试验和固结试验,对试验土样的内摩擦角、粘聚力值以及压缩模量进行了研究,分析了土的含水量对非饱和粉质黏土的抗剪强度和压缩模量的影响,以供参考借鉴。
The paper undertakes the direct shearing test and consolidation test,researches the inner friction angle,cohesive force value and compression modulus of the trial soil,analyzes the effect of water content on shear strength and compression modulus of unsaturated soil,so as to provide some reference.
出处
《山西建筑》
2016年第1期96-97,共2页
Shanxi Architecture
关键词
含水量
抗剪强度
压缩模量
water content
shearing strength
compression modulus
