FOUNDATION FAILURE OF NEW LISKEARD EMBANKMENT.

被引：0
|
作者：
Raymond, Gerald P.
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来源：
Highway Research Record | 1973年 / 463期
关键词：
CLAY - FOUNDATIONS - SOIL MECHANICS;
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学科分类号：
摘要：
A case history of an embankment foundation failure in varved clay is presented. Stability analyses by total stress, partial total stress, effective stress, and finite elements have been obtained and are discussed. Attention is focused on the performance of the stiff crust, the sselection of the soil properties, and the placement of the instrumentation.
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页码：1 / 17
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