Postconstruction Settlement Prediction of High Embankment of Silty Clay at Chengde Airport Based on One-Dimensional Creep Analytical Method: Case Study-Reference-Cited by-同舟云学术

Postconstruction Settlement Prediction of High Embankment of Silty Clay at Chengde Airport Based on One-Dimensional Creep Analytical Method: Case Study

Published:2018-07 Issue:7 Volume:18 Page:05018004
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yao Yang-Ping¹,Qi Sheng-Jun²,Che Li-Wen²,Chen Jun³,Han Li-Ming⁴,Ma Xin-Yan⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China.

2. Graduate Student, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China.

3. Associate Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China (corresponding author).

4. Senior Engineer, China Airport Construction Group Corporation, Beijing 100101, China.

5. Engineer, China Airport Construction Group Corporation, Beijing 100101, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001191

Reference27 articles.

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3. Interpretation of the consolidation test;Crawford C. B.;J. Soil Mech. Found. Div.,1964

4. Comparison of Anisotropic Rate-Dependent Models for Modeling Consolidation of Soft Clays

5. Prediction of the post-construction settlement of the high embankment of Jiuzhai-Huanglong Airport;Liu H.;J. Geotech. Eng.,2005

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