One-dimensional non-linear consolidation of soft foundation with upper crust with depth-dependent additional stress-Reference-Cited by-同舟云学术

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One-dimensional non-linear consolidation of soft foundation with upper crust with depth-dependent additional stress

Published:2015-11 Issue:sup9 Volume:19 Page:S9-198-S9-204
ISSN:1432-8917
Container-title:Materials Research Innovations
language:en
Short-container-title:Materials Research Innovations

Author:

Zhang J. H.¹²,Wang Y. L.¹,Cen G. M.¹,Jiang W. W.³,Zheng J. L.¹,Wu H. X.⁴

Affiliation:

1. National engineering laboratory of highway maintenance technologyChangsha University of Science & Technology, Changsha 410114 China

2. Texas Transportation Institute, Texas A&M University System, College Station, TX 77843, USA

3. Guangdong Highway Design Institute Co. Ltd, Guangzhou 510030, China

4. Jiangxi Ganyue Expressway Co. Ltd, Nanchang 330029, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Link

https://www.tandfonline.com/doi/pdf/10.1179/1432891715Z.0000000001961

Reference20 articles.

1. The consolidation of soils exhibiting creep under constant effective stress

2. Consolidation analysis of layered anisotropic foundations

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