Qingdao University of Technology

Qingdao Green Technology Geotechnical Engineering Co., Ltd.

China State Construction Zhongxin Construction Engineering Co., Ltd. Shandong Branch

Shandong Luqiao Group Co., Ltd., Jinan, China

Zhongji Jiurui Geotechnical Engineering Co., Ltd.

Baochang Zhang

Jun Wang

Yan Li

Yonghong Wang

Xiang Fang

Qijun Zhang

Mingyi Zhang

Jiangbin Wu

Chuantong Zhang

Bo Han

Yishun Jiang

Yuning Ge

Weihui Tian

Guodong Shao

Xun Zhu

Provided are a device for simulating a full-scale pile-sinking process of a static pressure pile by air bag preloading and a test method thereof. The device comprises a frame, a beam, a hydraulic jack, a model box, a model pile, a first sand layer, an undisturbed soil mass, a second sand layer, a rubber pad, a forcing air bag, a counter-force steel plate, a model box top cover, a forcing pipe, a pressure relief pipe, a steel casing and a control system. The first sand layer, the undisturbed soil mass, the second sand layer, the rubber pad, the forcing air bag and the counter-force steel plate are laid in the model box in sequence; and the steel casing passes through the model box top cover, the counter-force steel plate, the forcing air bag and the rubber pad in sequence and then reaches a bottom portion of the second sand layer.

Device for simulating full-scale pile-sinking process of static pressure pile by air bag preloading and test method thereof

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Qingdao, China

Baochang Zhang