Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials

Chen Yue

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Volume 14 Issue 1

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Chinese Journal of Geotechnical Engineering > 1992 > 14(1): 1-13.

Chen Yue. Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(1): 1-13.

Citation:

Chen Yue. Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(1): 1-13.

Citation:

Chen Yue. Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(1): 1-13.

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Physical Essence and Mathematical Expressions of Strength-anisotropy for Granular Materials

Chen Yue

Suzhou Institute of Urban Construction and Enviironmental Protection

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Published Date: January 23, 1992

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Abstract

Abstract

The physical essence and the rule of strength-anisotropy under plane strain condition for granular meterials are studied in this paper. A theoretical expression has been derived from the fundamental limit equilibrium condition on the basis of Mohr-Culomb failure criterion. Moreover, two kinds of pratical expressions describing the rule by appearances have been suggested. The test date are well conformed with these expressions.