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黄文熙. 土坝弹塑性应力分析简捷法[J]. 岩土工程学报, 1989, 11(6): 1-8.
引用本文: 黄文熙. 土坝弹塑性应力分析简捷法[J]. 岩土工程学报, 1989, 11(6): 1-8.
Huang Wenxi. A Simplified Approach to Elasto-plastic Analysis of Stresses in Embankment Dams[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 1-8.
Citation: Huang Wenxi. A Simplified Approach to Elasto-plastic Analysis of Stresses in Embankment Dams[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 1-8.

土坝弹塑性应力分析简捷法

A Simplified Approach to Elasto-plastic Analysis of Stresses in Embankment Dams

  • 摘要: 本文提供了一种简捷的弹塑应力分析方法。可用于坝体在自重作用下,满库时与水位骤降后在坝体中产生的起始总应力、孔隙压力、最终有效应力和位移的计算。

     

    Abstract: This paper presents a simplified method for the elasto-plastic analysis of embankment dams. It is applicable for the determination of the initial total stress, pore pressure, final effective stress and displacements in any dam subjected to various loadings such as self weight, full reservoir and sudden drawdown.

     

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