Greenfield Test and Numerical Study on Grouting in Silty Clay to Control Horizontal Displacement of Underground Facilities-Reference-Cited by-同舟云学术

Greenfield Test and Numerical Study on Grouting in Silty Clay to Control Horizontal Displacement of Underground Facilities

Published:2021-10 Issue:10 Volume:21 Page:04021178
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Diao Yu¹,Bi Cheng²,Du Yiming³,Zheng Gang⁴

Affiliation:

1. Associate Professor, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Tianjin 300072, China.

2. Master’s Student, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Tianjin 300072, China.

3. Assistant Researcher, MOE Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Tianjin 300072, China (corresponding author).

4. Professor, MOE Key Laboratory of Coast Civil Structure Safety, 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.1943-5622.0002140

Reference27 articles.

1. Finite-element analysis of a compensation grouting field trial in soft clay

2. Laboratory investigation of multiple grout injections into clay

3. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays

4. Soil consolidation associated with grouting during shield tunnelling in soft clayey ground

5. Burland, J. B. 1995. “Assessment of risk of damage to buildings due to tunnelling and excavations.” In Proc. 1st Int. Conf. Earthquake Geotechnical Engineering, 1189–1201. Invited Special Lecture. Rotterdam, The Netherlands: A. A. Balkema.

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