›› 2003, Vol. 24 ›› Issue (5): 710-714.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of analytical solution of 1-D harmonic response in saturated soil

YANG Jun，SONG Er-xiang，CHEN Zhao-yuan   

  1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China
  • Received:2002-05-08 Online:2003-10-10 Published:2014-08-19

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Abstract: The analytical solution of 1-D harmonic response in saturated soil, derived in the companion paper[1], is used in the research of individual contributions of two compression waves, wave velocity and the applicable scale of u-p formulation in saturated soil. Mathematical imprecision is override in the research of individual contributions of two compression waves. The influence of each parameter on the velocity of three volumetric waves is studied. The applicable scale of u-p formulation is quantitatively presented by comparison of the results of u-w and u-p formulation.

Key words: saturated soils, individual contributions of two compression waves, wave velocity, u-p formulation

CLC Number: 

  • TU 435
  • 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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