›› 2007, Vol. 28 ›› Issue (S1): 673-676.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Bending resistance performance analysis of shaped steel-cement soil combination beam with SMW engineering method

GU Shi-tan1, 2, ZHAO Tong-bin1   

  1. 1. College of Resources and Environmental Engineering, Shandong University of Science and Technology, Qingdao 266510, China; 2. Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
  • Received:2007-05-21 Online:2007-10-25 Published:2014-03-28

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Abstract: Flexural rigidity of SMW engineering method combination beam is calculated by subentry based on considering interaction of cement soil and shaped steel. Flexural rigidity of SMW engineering method combination beam of elastic stage is obtained. Load-midspan flexivity of SMW engineering method combination beam is deduced under double concentrated force based on energy principle of elastic mechanics. Bending resistance performances of two section forms of SMW engineering method combination beam are analyzed based on above research work. And it is shown that the analysis is consistent with numerical result well.

Key words: SMW engineering method, subentry flexural rigidity, double concentrated force, bending resistance performance

CLC Number: 

  • TU 753
  • 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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