Study on the macro-shear strength of filled materials in earth-rock dams

LAI Guowei

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Volume 23 Issue 2

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Chinese Journal of Geotechnical Engineering > 2001 > 23(2): 239-242.

LAI Guowei. Study on the macro-shear strength of filled materials in earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 239-242.

Citation:

LAI Guowei. Study on the macro-shear strength of filled materials in earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 239-242.

Citation:

LAI Guowei. Study on the macro-shear strength of filled materials in earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 239-242.

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Study on the macro-shear strength of filled materials in earth-rock dams

LAI Guowei

Institute of Hydraulic and Hydro Power Engineering Wuhan University Wuhan 430072 China

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Published Date: March 22, 2001

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Abstract

Abstract

Based on the theory of random fields and Percolation theory, theoretical formulas for determination of upper and lower limit of the macro-shear strength of filled materials in earth-rock dams is deduced. By using these formulas the shear strength can be determined by the experimental result of small specimens.
- earth-rock dams,
- shear strength,
- random field,
- percolation theory