›› 2005, Vol. 26 ›› Issue (S1): 39-42.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Field test for the behavior of pre-stressed pipe piles in soft subsoil under lateral load

WANG Yu1,2, LIN Jun3, CHEN Jin-jian1, WANG Jian-hua1   

  1. 1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China; 2. Third Company, China Railway Thirteenth Bureau Group Corporation, Panjin 124021, China; 3. Shaoxing Municipal Water Resource Bureau of Zhejiang Province, Shaoxing 312000, China
  • Received:2005-01-13 Published:2005-12-15

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Abstract: The behavior of pile under lateral load is a very complex process of pile-soil interaction. The interaction behavior of laterally loaded PHC piles (pre-stressed pipe pile with super high strength) in soft subsoil is analyzed by field test. The internal force and deformation of piles, the critical bearing capacity, and lateral modulus of subgrade reaction can be obtained from the test results. These experiment results are useful for the practical engineering and analysis of PHC piles in same areas.

Key words: lateral load, PHC piles, soft subsoil, interaction, field test

CLC Number: 

  • TU 473
  • 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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