Field loading tests and deformation of foundation of semi-vertical cylindrical revetment
HAN Ran-ran1, TIAN Shuang-zhu1, LI Ming-yu1,2
1. Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Harbor & Marine Safety, Ministry of Transport, Tianjin 300456, China; 2. Shijiazhuang University of Economics, Shijiazhuang 050031, China
Semi-vertical cylindrical revetment is a new port engineering structure. Field load tests on a semi-vertical cylindrical revetment is carried out based on its application of a hydraulic revetment in Dalian. The earth pressure, foundation settlement, horizontal movement and pore water pressure of the semi-vertical cylindrical revetment are monitored. The settlement and horizontal movement of foundation of the semi-vertical cylindrical revetment are analyzed, and its non-uniform settlement is further studied. The monitoring results indicate that the sensitive factors affecting the settlement of the semi-vertical cylindrical revetment are loading stage, loading intensity, loading duration and loading intervals. The final unsymmetrical loading behind the revetment has the greatest impact on the non-uniform settlement of cylindrical structure. The variation of pore water pressure is mainly affected by each loading, loading duration and tidal action. When the cylindrical structure is installed and the first level of loading is applied, there is a remarkable fluctuation of pore water pressure.
韩冉冉, 田双珠, 李明玉. 半直立式圆筒护岸地基现场加载试验及变形分析[J]. 岩土工程学报, 2013, 35(2): 375-380.
HAN Ran-ran, TIAN Shuang-zhu, LI Ming-yu. Field loading tests and deformation of foundation of semi-vertical cylindrical revetment. Chinese J. Geot. Eng., 2013, 35(2): 375-380.
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