Behavior of Vertical Pressure Imposed on the Bottom of a Trench
作者: Young-Suk SongMeng-Leang BovWon-Pyo HongSeongwon Hong
作者单位: 1Geologic Environment Division , Korean Institute of Geoscience and Mineral Resources , Daejeon , Korea
2Department of Civil, Environmental and Plant Engineering , Chung-Ang University , Seoul , Korea
3Disaster Prevention Research Institute , Chung-Ang University , Seoul , Korea
刊名: Marine Georesources & Geotechnology, 2016, Vol.34 (8), pp.703-711
来源数据库: Taylor & Francis Journal
DOI: 10.1080/1064119X.2015.1076912
关键词: flexible pipemodel testrigid pipesoil archingtheoretical predictiontrenchvertical pressure
原始语种摘要: A series of model tests were performed to investigate the behavior of vertical pressure imposed on the bottom of a trench. The tests were conducted in two phases to generate soil arching due to soil deformation: (1) the backfilling phase and (2) the lowering-bottom phase. First, the backfilling phase was performed by filling sand into the trench, in which soil deformation was developed due to selfcompaction by the weight of the sand. The lowering-bottom phase was then conducted by lowering the bottom plate of the trench to induce additional soil deformation. The behavior of the vertical pressure acting on the bottom of the trench during the backfilling phase can simulate that of the vertical pressure imposed on the bottom of buried rigid pipes. The behaviors of buried flexible pipes could...
全文获取路径: Taylor & Francis  (合作)
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影响因子:0.375 (2012)

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