Performance of an Embankment Foundation with Sand over Clay: Experimental and Numerical Analyses-Reference-Cited by-同舟云学术

Performance of an Embankment Foundation with Sand over Clay: Experimental and Numerical Analyses

Published:2017-06 Issue:6 Volume:17 Page:06016038
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Shiyang¹,Huang Xin²,Zeng Changxian³

Affiliation:

1. Ph.D. Student, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Beijing 100191, China (corresponding author).

2. Professor, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Beijing 100191, China.

3. Senior Engineer, China Railway Siyuan Survey and Design Group Co, Ltd, Wuhan 430063, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000841

Reference25 articles.

1. ABAQUS 6.10 [Computer software]. ABAQUS Inc. Providence RI.

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

3. Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: Numerical analysis and parametric study

4. Applicability of the principle of superposition in estimating ground surface settlement of twin-and quadruple-tube tunnels;Chen S. L.;Tunnelling Underground Space Technol.,2012

5. Large scale field tests on geogrid-reinforced granular fill underlain by clay soil

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Wireless remote spatiotemporal monitoring of high-fill foundation deformation;Journal of Mountain Science;2023-06

2. Stability of the loess tunnel foundation reinforced by jet grouting piles and the influence of reinforcement parameters;Transportation Geotechnics;2023-05

3. Settlement mechanism and improvement of thick silty sand layer overlying mud foundation;Geotechnical Research;2021-11-22

4. Numerical study on settlement of high-fill airports in collapsible loess geomaterials: A case study of Lüliang Airport in Shanxi Province, China;Journal of Central South University;2021-03

5. Numerical and Theoretical Study on the Settlement of Capped Piles Composite Foundation under Embankment;Advances in Civil Engineering;2020-08-18