Experimental Investigation of the Deformation Characteristics of Natural Loess under the Stress Paths in Shield Tunnel Excavation-Reference-Cited by-同舟云学术

Experimental Investigation of the Deformation Characteristics of Natural Loess under the Stress Paths in Shield Tunnel Excavation

Published:2017-09 Issue:9 Volume:17 Page:04017079
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang Mingjing¹,Sima Jun²,Cui Yujun³,Hu Haijun⁴,Zhou Chuangbing⁵,Lei Huayang⁶

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Professor, School of Civil Engineering, Wuhan Univ., Hubei 430070, China; Hunan Provincial Key Laboratory of Geomechanics and Engineering Safety, Xiangtan Univ., Hunan 411105, China.

3. Professor, Ecole des Ponts ParisTech, UR Navier/CERMES, Paris 77455, France.

4. Professor, College of Water Resources and Architectural Engineering, Northwest A&F Univ., Shanxi 712100, China.

5. Professor, School of Water Conservancy and Hydropower Engineering, Wuhan Univ., Hubei 430070, China.

6. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 30007, China; Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000972

Reference45 articles.

1. Effect of recent stress history on the stiffness of overconsolidated soil

2. Numerical simulation of the swelling behaviour around tunnels based on special triaxial tests

3. Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay

4. Modified state parameter for characterizing static liquefaction of sand with fines

5. Influence of stress path on tunnel excavation response – Numerical tool selection and modeling strategy

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