Soil reinforcement with geosynthetics
The proportionality of existence of land with good bearing to erect any building or building is very small, to remedy this deficiency it is necessary to resort to techniques of reinforcement of the soils which can constitute a very important development. Among these methods of remediation, there is...
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| Published in: | MATEC web of conferences Vol. 149; p. 2096 |
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| Main Authors: | , , , |
| Format: | Journal Article Conference Proceeding |
| Language: | English |
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Les Ulis
EDP Sciences
2018
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| Abstract | The proportionality of existence of land with good bearing to erect any building or building is very small, to remedy this deficiency it is necessary to resort to techniques of reinforcement of the soils which can constitute a very important development. Among these methods of remediation, there is reinforcement by the geosynthetics which constitute an effective solution to these constraints. This process tends to stabilize the soil in question with increased load bearing capacity in civil engineering and geotechnical works such as embankments, slopes, embankments and hydraulic structures, with an inestimable gain in time, economy and durability while preserving the natural and environmental aspect. |
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| AbstractList | The proportionality of existence of land with good bearing to erect any building or building is very small, to remedy this deficiency it is necessary to resort to techniques of reinforcement of the soils which can constitute a very important development. Among these methods of remediation, there is reinforcement by the geosynthetics which constitute an effective solution to these constraints. This process tends to stabilize the soil in question with increased load bearing capacity in civil engineering and geotechnical works such as embankments, slopes, embankments and hydraulic structures, with an inestimable gain in time, economy and durability while preserving the natural and environmental aspect. |
| Author | Bessaim, Mohammed Mustapha Missoum, Hanifi Bendani, Karim Bessaim, Aicha |
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| Cites_doi | 10.1007/s40515-014-0015-2 10.1016/j.geotexmem.2004.07.002 10.1016/S0266-1144(03)00017-7 10.1007/978-1-4615-3928-5_22 10.1016/j.geotexmem.2006.06.001 10.1007/978-94-009-1405-6_8 10.1016/S0266-1144(03)00029-3 10.1061/(ASCE)1090-0241(2004)130:12(1225) 10.1061/(ASCE)0733-9410(1994)120:12(2083) 10.1061/(ASCE)1090-0241(2005)131:6(705) |
| ContentType | Journal Article Conference Proceeding |
| Copyright | 2018. This work is licensed under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and conditions, you may use this content in accordance with the terms of the License. |
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| DOI | 10.1051/matecconf/201814902096 |
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| Editor | Diouri, A. Khachani, N. Ait Brahim, L. Saadi, M. Nounah, A. Boukhari, A. Bahi, L. Aride, J. |
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| References | Leshchinsky (R1) 2004; 130 Dash (R4) 2003; 21 R9 El Sawwaf (R7) 2005; 131 R12 Yetimoglu (R3) 1994; 120 R11 R14 Boushehrian (R5) 2003; 21 R13 El Sawwaf (R8) 2007; 25 Ruan (R2) 2015; 2 Ghosh (R6) 2005; 23 Koerner (R10) 1984; 2 |
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| SubjectTerms | Embankments Geosynthetics Geosynthetiques Geotechnical engineering Hydraulic structures Improvement Reinforcement Soil Soil bearing capacity Soil stabilization |
| Title | Soil reinforcement with geosynthetics |
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