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Effect of sand columns on the load response of soft clays - by Tarek Toufic Maakaroun
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| dc.contributor.author | Maakaroun, Tarek Toufic |
| dc.date.accessioned | 2012-06-13T07:11:23Z |
| dc.date.available | 2012-06-13T07:11:23Z |
| dc.date.issued | 2008 |
| dc.identifier.uri | http://hdl.handle.net/10938/7696 |
| dc.description | Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2008.;"Advisor : Dr. Salah Sadek, Professor , Civil and Environmental Engineering--Co-Advisor : Dr. Shadi Najjar, Assistant Professor , Civil and Environmental Eng |
| dc.description | Bibliography : leaves 199-200. |
| dc.description.abstract | The insertion of stone columns in soft clays has been widely used to increase th e load carrying capacity of soft clays, reduce the settlement, and decrease the generation of excess pore water pressure during loading. The main objective of this experiment |
| dc.format.extent | xxi, 200 leaves : ill. 30 cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:005136 AUBNO |
| dc.subject.lcsh | Shear strength of soils |
| dc.subject.lcsh | Sandy soils |
| dc.subject.lcsh | Soil stabilization |
| dc.subject.lcsh | Columns, Concrete |
| dc.subject.lcsh | Clay |
| dc.title | Effect of sand columns on the load response of soft clays - by Tarek Toufic Maakaroun |
| dc.type | Thesis |
| dc.contributor.department | Department of Civil and Environmental Engineering |
| dc.contributor.faculty | Faculty of Engineering and Architecture |
| dc.contributor.institution | American University of Beirut |
