Retracted: Experimental Study on the Settlement Properties of Silt Containing Fine Particles after Liquefaction: Case of Xiong’an New Area of China-Reference-Cited by-同舟云学术

Retracted: Experimental Study on the Settlement Properties of Silt Containing Fine Particles after Liquefaction: Case of Xiong’an New Area of China

Published:2021-01 Issue:1 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shang Yanliang¹,Dang Hongqian²,Huang Shuai³,Zhang Guoqiang⁴

Affiliation:

1. Associate Professor, Dept. of Railway Engineering, Shijiazhuang Institute of Railway Technology, Shijiazhuang 050041, PR China; mailing address: Room 2303, Unit 2, Building 25, Dangjiazhuang New Area, Xinhua District, Shijiazhuang 050066, Hebei Province, PR China (corresponding author).

2. Assistant, Dept. of Railway Engineering, Shijiazhuang Institute of Railway Technology, Shijiazhuang 050041, PR China; mailing address: Room 2303, Unit 2, Building 25, Dangjiazhuang New Area, Xinhua District, Shijiazhuang 050066, Hebei Province, PR China.

3. Associate Researcher, Institute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, PR China; mailing address: Room 2303, Unit 2, Building 25, Dangjiazhuang New Area, Xinhua District, Shijiazhuang 050066, Hebei Province, PR China.

4. Postgraduate, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, PR China; mailing address: Room 2303, Unit 2, Building 25, Dangjiazhuang New Area, Xinhua District, Shijiazhuang 050066, Hebei Province, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001864

Reference20 articles.

1. Mitigation of liquefaction and associated ground deformations by stone columns

2. Requirements for soil-specific correlation between shear wave velocity and liquefaction resistance of sands

3. A New Isotropic Specimen Preparation Method from Slurry for both Saturated and Unsaturated Triaxial Testing of a Low-Plasticity Silt

4. Undrained Response and Liquefaction Resistance of Sand–Silt Mixtures

5. Liquefaction Resistance of Soils from Shear-Wave Velocity

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1. Retraction: Shang, Y., Dang, H., Huang, S., and Zhang, G. 2020. “Experimental Study on the Settlement Properties of Silt Containing Fine Particles after Liquefaction: Case of Xiong'an New Area of China.” Int. J. Geomech. 21 (1): 05020007. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001864;International Journal of Geomechanics;2021-06