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...
| الحاوية / القاعدة: | Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014 |
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| المؤلف الرئيسي: | |
| التنسيق: | Conference paper |
| اللغة: | English |
| منشور في: |
Taylor and Francis - Balkema
2014
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84901619561&partnerID=40&md5=86ce4426121710ea5daf11d57a4489ba |