Centrifuge modeling of concrete faced rockfill dam built on deep alluvium

被引：0

作者：

Xu, Z. ^{[1
]}

Hou, Y. ^{[1
]}

Liang, J. ^{[1
]}

Han, L. ^{[1
]}

机构：

[1] China Inst Water Resources & Hydropower Res, Beijing, Peoples R China

来源：

PHYSICAL MODELLING IN GEOTECHNICS - 6TH ICPMG '06, VOL 1 | 2006年

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper presents the procedures and testing results of the centrifuge modeling test for a concrete faced rockfill dam constructed on deep sandy-gravel foundation. The simulation method for rockfill material and concrete slabs were discussed in the paper and the testing results were compared with the results obtained from numerical analysis. In this paper, the test on stress and deformation properties of dam, face slabs and diaphragm wall were presented, which shows that centrifuge modeling test can be a powerful analytic tool for complex structures and it can also be taken as a good reference for engineering design.

引用

页码：435 / +

页数：2

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