An analytical model for evaluation of compaction-induced stresses in a reinforced soil mass

When an earth fill is subject to loading and subsequent unloading, it will bring about an increase in the lateral stress, provided that there is sufficient constraint to lateral deformation of the soil mass. The increase in lateral stress is commonly known as the "residual" or "lock-i...

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Bibliographic Details
Published inInternational journal of geotechnical engineering Vol. 4; no. 4; pp. 549 - 556
Main Authors Wu, Jonathan, Pham, Thang
Format Journal Article
LanguageEnglish
Published Taylor & Francis 01.10.2010
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