岩土工程学报2001，Vol.23Issue(3)：362-365,4.
软岩中断裂面对应力-应变关系影响研究
The effect of discontinuous plane on stress-strain relationship of soft rocks
廖红建 1韩波 1高小育 1赤石胜2
作者信息
- 1. 西安交通大学土木工程系,
- 2. 东海大学,日本神奈川
- 折叠
摘要
Abstract
Based on the consolidated undrained triaxial tests, the strain softening behaviour and the residual strength characteristic of normally or overconsolidated diatomaceous mudstones were invesitigated. The relationship between residual strength ratio and consolidation pressure were studied. The stress-strain curves and the residual strength of intact specimens(no joint) and precut specimens having a single joint are compared.The effect of a single joint with different inclinations on the residual strength properties were discussed.关键词
软岩/残留强度/应变软化/断裂面/三轴试验分类
建筑与水利引用本文复制引用
廖红建,韩波,高小育,赤石胜..软岩中断裂面对应力-应变关系影响研究[J].岩土工程学报,2001,23(3):362-365,4.
