Modelling wetting collapse behaviour in unsaturated granite residual soil

Wetting collapse is referred to settlement due to the rise of groundwater table. The complexity of this behaviour has never been explained in existing soil models since its mechanics is not compliance with the effective stress concept. This is settlement under effective stress decrease whereas the n...

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发表在:Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
主要作者: Md.Noor M.J.; Mohamed Jais I.B.
格式: Conference paper
语言:English
出版: Taylor and Francis - Balkema 2014
在线阅读:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84901619561&partnerID=40&md5=86ce4426121710ea5daf11d57a4489ba