含水量对非饱和土抗剪强度和压缩模量影响研究

摘要

The paper undertakes the direct shearing test and consolidation test,researches the inner friction angle,cohesive force value and com-pression modulus of the trial soil,analyzes the effect of water content on shear strength and compression modulus of unsaturated soil,so as to pro-vide some reference.%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.