1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University , Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Communications Investment Group Co., Ltd. of Guangxi, Nanning 530028, China; 4. Construction Headquarters of Hangchang Expressway of Hangzhou, Hangzhou 310014, China
Abstract：Based on the other scholars ' researches, and considering the similar ratio of sand, two groups of model tests are done under self-designed model piles and loading installations. The conclusion of load-displacement law, ultimate bearing capacity law, internal force of pile shaft and resistance of soil surrounding single pile are drawn under the action of combined load. The influence mechanism of horizontal loads on vertical bearing capacity and that of bending moments on horizontal bearing capacity are analyzed. Some improvements of pile shaft design under combined load are proposed.
顾国峰, 赵春风, 李尚飞, 赵程, 徐建平. 砂土中组合荷载下单桩承载特性的室内模型试验研究[J]. 岩土工程学报, 2011, 33(sup2): 379-383.
GU Guo-feng, ZHAO Chun-feng, LI Shang-fei, ZHAO Cheng, XU Jian-ping . Laboratory model tests on bearing character of single pile under combined load in sand. Chinese J. Geot. Eng., 2011, 33(sup2): 379-383.
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