| 拱坝坝肩含断续节理岩体破坏机理研究 |
| |
| 引用本文： | 张林,范景伟,何江达.拱坝坝肩含断续节理岩体破坏机理研究[J].四川大学学报(工程科学版),2000,32(1):7-11. |
| |
| 作者姓名： | 张林 范景伟 何江达 |
| |
| 作者单位： | 四川大学水利水电工程学院,成都,610065 |
| |
| 摘 要： | 结合金沙江溪洛渡高拱坝坝肩岩体断续节理的特点，采用模型的试验研究方法，根据断裂力学理论模拟了含断续节理岩体抗剪强度的相似性，研究了坝肩岩体的破坏过程，破坏形态和破坏机理。
|
| 关 键 词： | 含继续节理岩体 破坏机理 坝肩 拱坝 稳定性 |
Damage Mechanism Study Arch Dam of Rock Mass with Intermittent Joints |
| |
| ZNANG Lin,FAN Jing-wei,HE Jiang-da.Damage Mechanism Study Arch Dam of Rock Mass with Intermittent Joints[J].Journal of Sichuan University (Engineering Science Edition),2000,32(1):7-11. |
| |
| Authors: | ZNANG Lin FAN Jing-wei HE Jiang-da |
| |
| Abstract: | Respect to the intermittent joints of rock masses in XiLuo du high arch dam shoulders,model test study is done based on shear strength similarity of intermittent jointed rock according to fracture mechanics theory. By using physical model tests, the damage process, damage state and damage mechanism of the dam shoulder are analysed. |
| |
| Keywords: | rock mass with intermittent joints damage mechanism dam shoulder stability model test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
