SOILS AND FOUNDATIONS
Print ISSN : 1341-7452
TEST WALL FAILURE PREDICTION USING GENERALIZED PLASTICITY THEORY
KA-CHING SANTAMOTSU MATSUI
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Keywords: strains
JOURNAL FREE ACCESS

1995 Volume 35 Issue 3 Pages 105-109

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Abstract

Application of the proposed strain-based failure judgment method based on generalized plasticity theory is presented. In the generalized plasticity theory, the complete performance of the model is dependent on the Mf/Mg ratio parameter. In this technical note a hyperbolic relationship between Mf/Mg ratio and void ratio is proposed. It was determined that the proposed hyperbolic relationship compared very well with the test data. The model was used for a Class-A test walls prediction. The agreement between the predicted failure load and actual failure load was found to be excellent in the granular backfill wall prediction.

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© The Japanese Geotechnical Society
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