BEARING CAPACITY OF PARTLY SATURATED SOILS

Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-11-01 DOI:10.1061/JSFEAQ.0001506

A. S. Reddy, G. Mogaliah

引用次数: 0

Abstract

SKEMPTON'S PORE PRESSURE PARAMETERS AND THE METHOD OF CHARACTERISTICS ARE EMPLOYED IN DEVISING A MEANS FOR FINDING THE ULTIMATE BEARING CAPACITY OF STRIP FOOTINGS ON PARTIALLY SATURATED SOILS. THE CALCULATED BEARING CAPACITY VALUES ARE IN AGREEMENT WITH TERZAGHI VALUES.

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部分饱和土的承载力

采用Skempton孔压参数和特征法，设计了一种求部分饱和土上条形基础极限承载力的方法。计算的承载力值与terzaghi值一致。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Journal of the Soil Mechanics and Foundations Division

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