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Walid Chaabani, Mohamed Saddek Remadna and Murad Abu-Farsakh
The presence of underground voids within a failure zone usually results in a reduction in the bearing capacity of footings. This paper presents results for the ultimate bearing capacity ratio, qu/?B, of a strip footing on top of a sand layer overlying a ...
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Xiaobing Tu, Hongxiang Gao, Kejie Fan, Jiahao Xu, Jianxiong Li, Chunchen Xia and Xinjie Pang
During the cofferdam construction of the toe reinforcement project at the Qiantang River Estuary, the scouring of the riverbed at the groin head often led to the collapse of geotube groins due to strong tidal currents. Based on field experience, employin...
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Putu Tantri K. Sari,Yudhi Lastiasih,Sugiarto Sugiarto
Pág. 109 - 116
This paper describes the behavior of reinforced embankments constructed on soft clay subgrade with varying compressible depths, embankment slopes and embankment heights. The stability of the embankment is evaluated using the Bishop method. The resistance...
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Aprialdi, D.,Lambert, S.,Jenck, O.,, Erizal,Widyarti, M.
Pág. 61 - 67
Pull-out test is commonly used to investigate the pull-out behavior of geotextile reinforcement embedded in soil. It is also used by different authors to propose interface friction angles values. Unfortunately these works mainly deal with cyclic loadings...
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V. D. Petrenko,V. T. Guzchenko,O. L. Tiutkin,A. M. M. Alkhdour
Pág. 131 - 135
In the article the results of analysis of parameters of experimental research of the geotextile-reinforced ground bed are presented.
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Subianto Tjandrawibawa,Harry Patmadjaja
Pág. pp. 15 - 18
It was common practice to apply a layer of ''sirtu'' (sandy gravel) beneath the shallow foundations ofbuildings on soft subsoil. Though the bearing capacity is increased, it is usually limited to anticipatefuture consolidation settlements which might be ...
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