| 节理岩体的弹性模型 |
| |
| 引用本文： | 张武,张宪宏.节理岩体的弹性模型[J].岩土工程学报,1987,9(4):33-44. |
| |
| 作者姓名： | 张武 张宪宏 |
| |
| 作者单位： | 水利水电科学研究院；清华大学 北京；北京； |
| |
| 摘 要： | 本文认为受多向节理切割的岩体是一种近似各向异性的、连续的弹性介质,探讨了成层(单向)、双向和多向节理岩体弹性关系的表示,这种表示基于节理材料和完整岩体的弹性常数及节理的产状参数。
|
| 关 键 词： | 节理岩体 弹性矩阵 弹性模型 完整岩体 层节理 节理材料 弹性常数 应力应变关系 应力应变状态 产状参数 |
Elastic Models of Jointed Rock Masses |
| |
| Zhang Wu,Zhang Xianhong.Elastic Models of Jointed Rock Masses[J].Chinese Journal of Geotechnical Engineering,1987,9(4):33-44. |
| |
| Authors: | Zhang Wu Zhang Xianhong |
| |
| Affiliation: | Research Institute of Water Tsinghua University Beijing, Conservancy and HydroPower Beijing |
| |
| Abstract: | It is assumed that the rock mass with multi-directional joint is nearly a continuous elastic anisotropic medium. Mathematical elastic models based on elastic constants of jointed material and intact rock mass, and geometric parameters of joints, are presented for uni-directional (statified), bi-directional and multi-directional jointed rock masses. |
| |
| Keywords: | |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《岩土工程学报》浏览原始摘要信息 |
|
点击此处可从《岩土工程学报》下载全文 |
|
