JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2014, Vol. 31 ›› Issue (2): 53-56.DOI: 10.3969/j.issn.1001-5485.2014.02.011

• ROCK SOIL ENGINEERING • Previous Articles     Next Articles

Calculation Method for Critical Depth of a Shallow Foundation Building in Reservoir Immersion Area

YU Zhen-lin1, WANG Yan-li2   

  1. 1.Changjiang Institute of Survey, Planning, Design and Research, Wuhan 430010, China
    ;2.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2013-09-13 Revised:2013-10-23 Online:2014-01-26 Published:2014-01-27

Abstract: The bearing capacity of building’s foundation in reservoir immersion area is not covered yet in the existing foundation standards. The influence of reservoir immersion on building foundation was analyzed, and the physical and mechanical properties of foundation soil of submerged buildings were studied through tests. On this basis, the calculation model of elastic-plastic body of foundation building in reservoir immersion area was established, and the graphical solutions for the safe depth of building foundation was proposed. This research is a reference for the determination of building treatment scope in reservoir immersion area.

Key words: reservoir immersion, shallow foundation, safe depth, critical embedding depth

CLC Number: 

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