摘要
通过对软质粉砂岩试验数据的整理分析，论述了软质粉砂岩在三维应力状态下的变形与强度特性，提出了定量描述岩石强度的力学方程。
On the basis of interpretation and analysis on the testing data data of soft siltston, this present paper discusses the deformability and the strength property of soft siltstone in the 3-dimensional state of stress and puts forward the relevent equations that describe the strength property of the stone quantitatively.
出处
《岩土力学》
EI
CAS
CSCD
2000年第4期340-342,共3页
Rock and Soil Mechanics
