›› 2004, Vol. 25 ›› Issue (3): 451-454.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on stress and settlement of composite ground with soft base slab

ZHANG Zhong-miao1，CHEN Hong1，WU Hui-ming2   

  1. 1. Research Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China； 2. Department of Civil Engineering, Ningbo University, Ningbo 315000, China
  • Received:2002-12-23 Online:2004-03-10 Published:2014-07-15

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Abstract: The stress distributions in soil under composite foundation with soft base slab and stiff base slab are very different .The methods of stress and settlement used frequently are based on the composite foundation with stiff base slab. The results of these methods are not fit with the actual. Using Mindlin solution and Boussinesq solution, the additional stress and settlement are acquired. Using Vesic theory, the earth-arc effect on pile top are acquired. Compared with the test results, the stress and settlement are best agreement with it.

Key words: soft base slab, stiff base slab, settlement of composite ground, Mindlin solution, Boussinesq solution, Vesic theory

CLC Number: 

  • TU 470
  • 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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