2011•Water Resources & Hydropower of Northeast ChinaRequires access

Study on control standard of dam heel stress for gravity dam

LI Jun-ji

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Abstract

The control standard of gravity dam heel stress is a difficult problem.To solve the problem,the finite element elastic model is used to analyze and calculate 4 kinds of gravity dam with different height,3 kinds of dam downstream slope,3 kinds of elastic modulus ratio between dam foundation and body and 28 groups grid with different size.The paper obtains the distribution law of gravity dam under different height,downstream slope,grid size,elastic modulus ratio between foundation and body,and the horizontal range of the main stress distortion area is less then 2% of the dam bottom width by using the finite element calculation for the gravity dam.

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The control standard of gravity dam heel stress is a difficult problem.To solve the problem,the finite element elastic model is used to analyze and calculate 4 kinds of gravity dam with different height,3 kinds of dam downstream slope,3 kinds of elastic modulus ratio between dam foundation and body and 28 groups grid with different size.The paper obtains the distribution law of gravity dam under different height,downstream slope,grid size,elastic modulus ratio between foundation and body,and the horizontal range of the main stress distortion area is less then 2% of the dam bottom width by using the finite element calculation for the gravity dam.

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Available abstract

The control standard of gravity dam heel stress is a difficult problem.To solve the problem,the finite element elastic model is used to analyze and calculate 4 kinds of gravity dam with different height,3 kinds of dam downstream slope,3 kinds of elastic modulus ratio between dam foundation and body and 28 groups grid with different size.The paper obtains the distribution law of gravity dam under different height,downstream slope,grid size,elastic modulus ratio between foundation and body,and the horizontal range of the main stress distortion area is less then 2% of the dam bottom width by using the finite element calculation for the gravity dam.

Key concepts: Gravity dam, Finite element method, Foundation (evidence), Geotechnical engineering, Stress (linguistics), Geology, Structural engineering, Elastic modulus

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