The axisymmetric mixed boundary-value problem of the vertical vibration of a rigid foundation on saturated layered soil subgrade |
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Authors: | Chen Sheng-li and Chen Long-zhu |
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Institution: | (1) School of Civil and Hydraulic Engineering, Tsinghua University, 100084 Beijing, P R China;(2) School of Architecture and Civil Engineering, Shanghai Jiaotong University, 200030 Shanghai, P R China |
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Abstract: | Based on the theory of elastic wave propagation in saturated soil subgrade established by the author of this paper, the axisymmetric
vertical vibration of a rigid circular foundation resting on partially saturated soil subgrade which is composed of a dry
elastic layer and a saturated substratum is studied. The analysis relied on the use of integral transform techniques and a
pair of dual integral equations governing the vertical vibration of the rigid foundation is listed under the consideration
of mixed boundary-value condition. The results are reduced to the case for saturated half-space. The set of dual integral
equations are reduced to a Fredholm integral equation of the second kind and solved by numerical procedures. Numerical examples
are given at the end of the paper and plots of the dynamic compliance coefficient Cv versus the dimensionless frequency a0 are presented.
Foundation item: the National Natural Science Foundation of China (59579018)
Biography: CHEN Sheng-li (1974-) |
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Keywords: | partially saturated soil subgrade rigid foundation dynamic compliance coefficient |
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