›› 2005, Vol. 26 ›› Issue (6): 955-958.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Calculation methods of foundation stability in process of preloading

XU Shu-ping1, LIU Zu-de1, BAO Hua1, YUAN Zi-hou2   

  1. 1.School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 2.Dept. of Mathematics and Physics, Wuhan University of Science and Engineering, Wuhan 430073, China
  • Received:2004-04-28 Online:2005-06-10 Published:2013-12-17

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Abstract: In the process of the preloading, the foundation stability is calculated from one stage of filling height to next stage of filling height. According to the foundation stability the filling height and the loading time of the next stage could be given out. According to the results of Biot’s consolidation theory in each filling height, the foundation stability is calculated with the total stress method considering the strength increase and the effective stress method considering the over-static water pressure. Then an useful result is that the foundation stability factors calculated by the two methods are approximate equality.

Key words: preloading, foundation stability, strength increasing, over-static water pressure, total stress method, effective stress method

CLC Number: 

  • TU 43
  • 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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