Reinforced slopes subjected to seismic loads

被引：0

作者：

Michalowski, RL ^{[1
]}

You, LZ ^{[1
]}

机构：

[1] Johns Hopkins Univ, Dept Civil Engn, Baltimore, MD 21218 USA

来源：

NUMERICAL MODELS IN GEOMECHANICS - NUMOG VII | 1999年

关键词：

D O I：

暂无

中图分类号：

P3 [地球物理学]; P59 [地球化学];

学科分类号：

0708 ; 070902 ;

摘要：

Geotechnical structures subjected to seismic loads are routinely designed using quasi-static design loads. The displacement-based stability analysis, suggested earlier, is adapted here to solve for displacements of reinforced slopes. A scheme for calculating displacements for the rotational mechanism is shown. Yield accelerations for reinforced slopes are calculated, and an example is given of how the expected displacements for seismically loaded slopes can be computed for a true earthquake record.

引用

页码：293 / 296

页数：4

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