›› 2005, Vol. 26 ›› Issue (3): 471-475.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion on bearing capacity of clayey silty sand in Wuchang District

ZHOU Ping, ZHU Chang-qi, HUANG Li-xing, WANG Ren   

  1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071,China
  • Received:2004-03-22 Online:2005-03-10 Published:2013-11-21

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Abstract: In light of an investigation of geotechnical engineering for high-rise architectural complex in Wuhan , the clayey silty sand is recognized as a kind of mixed soil differing from general silty sand, silt or clay and is more close to clay rather than silty sand on engineering properties, based upon an analyzing results of consulting table of bearing capacity in code, theoretical formula calculation, and plate bearing test. Plate bearing test and theoretical formula calculation should be the main methods for determining bearing capacity of clayey silty sand; and the results from theoretical formula calculation must be close to the ones from plate bearing test.

Key words: clayey silty sand, determination of bearing capacity, plate bearing test

CLC Number: 

  • TU 413
  • 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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