›› 2005, Vol. 26 ›› Issue (S1): 201-204.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Back analysis study on consolidation settlement of foundation

ZHU Jun-gao 1 , WANG Ke-dong1 , WANG Jun-jie1, XU Jian-rong2, ZHOU Zu-quan3   

  1. 1. Research Institute, of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. East China Investigation and Design Institute, Hangzhou 310014, China; 3. THP Pumped-storage Co.Ltd., Anji 313302, China
  • Received:2005-01-13 Published:2005-12-15

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Abstract: Large deformation was induced in soils of a certain reservoir bottom during the first water impounding, and resulted in cracks in the asphalt concrete impervious face. In order to study the possibility of further settlement and the influence on asphalt concrete face under further water impounding, back analysis of ground soil layers of the reservoir bottom is carried out; and then finite element analysis of the foundation is performed to predict further deformation of foundation and assess the possibility of cracking of the asphalt concrete face.

Key words: back analysis, settlement, asphalt concrete, consolidation

CLC Number: 

  • TU 433
  • 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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