岩土力学Issue(7)：1825-1830,1836,7.
膨胀土裂隙的工程特性研究
Research on engineering properties of fissures in expansive soil
摘要
Abstract
Fissure is one of the important characteristics of expansive soils. Shrinkage fissures induced by the wetting-drying cycle effects and the specific inherent fissures distributed in atmospheric influential depth of expansive soil are often confused. In the study of expansive soil slope failure mechanism, the significant impact of the inherent fissure on slope stability is often ignored. In order to study the failure mechanism of expansive soil in middle route of South-to-North Water Transfer Project, a 2.05 km test channel is constructed on the outskirts of Nanyang, Henan province. Geological survey, field observations and sampling tests during excavation, as well as on-site sampling and analysis of slope failure are conducted to study the material composition of expansive soil fissure and the density, water content and strength characteristics of the surrounding soil. Combined with field observations, the relationship between fissures and channel landslide is analyzed. It is shown that there are two types of inherent fissures for the expansive stratum:one is smooth waxy fissure; and the other is filling clay fissure with a certain thickness. The material composition of the fissure surface is slightly different with the adjacent soil, featured by low natural density and high moisture content;and the intensity is much less than the strength of the adjacent soil. Once the formation is consistent with the slope tendency, it would slide along the fissure surface.关键词
南水北调中线工程/膨胀土/裂隙/强度特性/破坏机制Key words
middle route of South-to-North Water Transfer Project/expansive soil/fissure/strength characteristic/failure mechanism分类
建筑与水利引用本文复制引用
龚壁卫,程展林,胡波,赵亮..膨胀土裂隙的工程特性研究[J].岩土力学,2014,(7):1825-1830,1836,7.基金项目
国家“十二五”科技支撑计划课题(No.2011BAB10B05)；国家自然科学基金课题(No.51279015)。 （No.2011BAB10B05）
