Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation under Road Embankment-Reference-Cited by-同舟云学术

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Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation under Road Embankment

Published:2016-02 Issue:1 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Jiong¹,Cui Xinzhuang²,Huang Dan³,Jin Qing¹,Lou Junjie³,Tang Weize³

Affiliation:

1. Lecturer, School of Civil Engineering, Shandong Univ., Jinan 250061, P.R. China.

2. Professor, School of Civil Engineering, Shandong Univ., Jinan 250061, P.R. China (corresponding author).

3. Graduate Student, School of Civil Engineering, Shandong Univ., Jinan 250061, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000542

Reference36 articles.

1. Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

2. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

3. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range

4. Mechanics of Deformation and Acoustic Propagation in Porous Media

5. Field study on behavior of composite piled raft foundation for high-rise buildings;Chen L. Z.;Chin. J. Geotech. Eng.,2004

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