›› 2011, Vol. 32 ›› Issue (S1): 275-279.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of pressuremeter test result in littoral deposit soft soil

YANG Chao, WANG Ren, MENG Qing-shan   

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2010-04-01 Online:2011-05-15 Published:2011-05-16

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Abstract: The regularities of parameters are gotten from the pressuremeter test at the estuary of the Yangtze River. The result of pressuremeter test shows that: the initial pressure P0 increases linearly with depth; the Pf , limit pressure Pl and the pressuremeter modulus Em are significantly impacted by soil properties and they have the same trend in the soil layers. The trend is: muddy clay

CLC Number: 

  • TU 411
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