›› 2007, Vol. 28 ›› Issue (S1): 635-638.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Calculation method and practice of foundation pit pit-wall soil pressure based on gravitational field

JIANG Chen-guang1, HE Yong2, ZHU Ye-xin3, JIANG Ke3, GU Chi-zhen3   

  1. 1. College of Civil Engineering, Jiangnan University, Wuxi 214122, China; 2. Qingdao Agricultural University, Qingdao 266109, China; 3. Construction Bureau of Wuxi City, Wuxi 214031, China
  • Received:2007-06-18 Online:2007-10-25 Published:2014-03-28

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Abstract: Due to the difference of cognizing relations of rock structure, all kinds of methods of the foundation pit pit-wall soil pressure are put forward, which has impelled the development of rock mechanics greatly. Impersonally speaking, none of these calculation methods exiting now can reflect the change of the foundation pit pit-wall soil pressure very truly and exactly. According to centrifugal force, combined with plentiful truly measured data of the foundation pit pit-wall soil pressure, a calculation method of the foundation pit pit-wall soil pressure based on gravitational field is put forward. Corresponding calculation formula and application examples are offered.

Key words: foundation pit engineering, soil pressure, calculation, pit-wall, gravitational field

CLC Number: 

  • TU413.62
  • 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.
  • 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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