DESIGN METHOD FOR RIGID PILE COMPOSITE FOUNDATION BASED ON SETTLEMENT CONTROL AND ITS APPLICATION
HU Haiying1，YANG Guanghua2，3，4，ZHANG Yucheng2，3，4，CHEN Weichao5，
JIANG Yan2，3，4，ZHONG Zhihui6，YAO Lina1
(1. School of Civil Engineering and Transportation，South China University of Technology，Guangzhou，Guangdong 510641，China；2. Guangdong Research Institute of Water Resources and Hydropower，Guangzhou，Guangdong 510610，China；3. The Geotechnical Engineering Technology Center of Guangdong Province，Guangzhou，Guangdong 510610，China ；4. The Emergency Technology Research Cente of Guangdong Province for Public Events，Guangzhou，Guangdong 510610，China；5. Guangdong Qiyuan Architecture Engineering Design Co.，Ltd.，Guangzhou，Guangdong 510628，China；6. School of Civil and Architectural Engineering，Wuhan University，Wuhan，Hubei 430072，China)
摘要Some problems of rigid pile composite foundation design according to current codes have been analyzed. After investigating the function of cushion in rigid pile composite foundation and the influence rules of cushion thickness and stiffness of soil on pile-soil stress ratio，the tangent modulus method proposed by YANG Guanghua is used to study the design method according to settlement control. The design method is presented as follows. Firstly，supposing that pile and soil are independent systems，the nonlinear p-s curves(where p is stress，s is settlement) of pile and soil are calculated，respectively. Then，according to the deformation compatibility principle，the settlement curve of composite foundation is obtained by the above p-s curves. Finally，by controlling settlement and adjusting cushion thickness，loads on piles and soil are optimized，which makes the design of rigid pile composite foundation reach the best state. A practical project design is optimized by this method. The calculation value is very close to the measured settlement，which proves the rationality of this design method. This method better considers pile-soil interaction；and its parameter determination is relatively simple and reliable，so as to give a new idea in rigid pile composite foundation design.
Abstract：Some problems of rigid pile composite foundation design according to current codes have been analyzed. After investigating the function of cushion in rigid pile composite foundation and the influence rules of cushion thickness and stiffness of soil on pile-soil stress ratio，the tangent modulus method proposed by YANG Guanghua is used to study the design method according to settlement control. The design method is presented as follows. Firstly，supposing that pile and soil are independent systems，the nonlinear p-s curves(where p is stress，s is settlement) of pile and soil are calculated，respectively. Then，according to the deformation compatibility principle，the settlement curve of composite foundation is obtained by the above p-s curves. Finally，by controlling settlement and adjusting cushion thickness，loads on piles and soil are optimized，which makes the design of rigid pile composite foundation reach the best state. A practical project design is optimized by this method. The calculation value is very close to the measured settlement，which proves the rationality of this design method. This method better considers pile-soil interaction；and its parameter determination is relatively simple and reliable，so as to give a new idea in rigid pile composite foundation design.
胡海英1，杨光华2，3，4，张玉成2，3，4，陈伟超5，姜 燕2，3，4，钟志辉6，姚丽娜1 . 基于沉降控制的刚性桩复合地基设计方法及应用[J]. 岩石力学与工程学报, 2013, 32(10): 2135-2146.
HU Haiying1，YANG Guanghua2，3，4，ZHANG Yucheng2，3，4，CHEN Weichao5，. DESIGN METHOD FOR RIGID PILE COMPOSITE FOUNDATION BASED ON SETTLEMENT CONTROL AND ITS APPLICATION. , 2013, 32(10): 2135-2146.
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2013, Vol. 32 
