›› 2003, Vol. 24 ›› Issue (4): 673-676.

• Fundamental Theroy and Experimental Research • Previous Articles    

Study on monitoring and synthetical analysis of pile-raft foundation under complex geological conditions

HU Chun-lin, LI Kun, YANG Zhi-yong, HU Sheng-gang   

  1. Institute of Rock and Soil Engineering, Wuhan University of Technology, Wuhan 430070, China
  • Received:2002-12-20 Online:2003-08-11 Published:2014-08-19

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Abstract: In light of a typical pile-raft foundation engineering example, the monitoring methods and monitoring results of the pile stress, stress and strain of the main steel of the raft, deformations of the raft, soil pressures under the raft, settlement and incline of the foundation under complex karst geological conditions are synthetically analyzed. A detailed description is presented for the synthetical study on the pile-raft foundation under complex geological conditions.

Key words: pile-raft foundation, monitoring, synthetical analysis, complex geological conditions

CLC Number: 

  • TU413
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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