地震振动台
地质学
岩土工程
抗震
加速度
比例模型
地震学
工程类
结构工程
物理
经典力学
航空航天工程
作者
Ray W. Clough,D. Pirtz
出处
期刊:Transactions of the American Society of Civil Engineers
[American Society of Civil Engineers]
日期:1958-01-01
卷期号:123 (1): 792-810
被引量:13
标识
DOI:10.1061/taceat.0007548
摘要
An experimental investigation of the effects of earthquakes on rock-fill dams with earthen cores is described. The tests were performed on (1/150)-scale models of two types of dams-one having an inclined core near the upstream face, and the other having a central core. The models were subjected simultaneously to water loadings and to simulated earthquakes that were generated by the shaking table on which the models were constructed. The test results show that rock-fill dams inherently are resistant to earthquakes because of their flexible structure. No catastrophic slippages occurred in the models when they were subjected to ground accelerations exceeding the acceleration of gravity.
科研通智能强力驱动
Strongly Powered by AbleSci AI