东南亚岩土工程学会
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作者:Mounir Bouassida , Mnaouar Klai , Seifeddine Tabchouche And Mekki Mellas
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2017, Vol.48 (3)
摘要:This paper studies the prediction of behaviour of foundations resting on a soil reinforced by sand and stone columns. The preliminary design is based on an optimized improvement area ratio predicted by the methodology proposed by Bouassida & Carter (2014). The prediction of the b...
作者:Nadia Mezni , Mounir Bouassida
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)
摘要:Tunis soft clay being known as one of the most problematic soils has poor mechanical characteristics, high compressibility and exhibits fragile shear strength. This paper considers the geotechnical characterization of Tunis soft clay by compiling results from in situ and lab...
作者:Seifeddine Tabchouche , Mounir Bouassida , Mekki Mellas
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)
摘要:The prediction of the settlement of foundations on soil reinforced by a group of end-bearing stone columns was investigated. 3D numerical models with constant improvement area ratio are considered into two configurations. The first configuration consists of stone columns group lo...
作者:Mnaouar Klai , Mounir Bouassida , Seifeddine Tabchouche
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2015, Vol.46 (4)
摘要:The paper briefly reviews research investigations conducted on Tunis soft clay that is classified as problematic soil. Results obtained from an experimental study carried out on undisturbed Tunis soft clay specimens are presented and interpreted. On the basis of experimental resu...

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