Analysis of Stress and Deformation Characteristics of Different Dam Heights in Deep Overburden

Heng Zhou; Peng Huang; Shengjie Di; Xi Lu; Zhenzhong Shen

doi:10.54097/hset.v79i.15120

Authors

Heng Zhou
Peng Huang
Shengjie Di
Xi Lu
Zhenzhong Shen

DOI:

https://doi.org/10.54097/hset.v79i.15120

Keywords:

Deep overburden; dam heights; concrete-faced rockfill dam; settlement.

Abstract

Relying on an actual project, this paper carries out the application analysis and prediction research of the dam height 150m-200m concrete-faced rockfill dam on deep overburden. Through the finite element calculation results, the stress and deformation of the dam and the structural design of the seepage control system are analyzed. Several preliminary standards have been adopted to control its safety and provide a reasonable basis and technical support for the construction of a 150m-200m high dam on deep overburden.

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