Behavior of Full-Scale U-Shaped Walls Constructed by Deep Cement Mixing in Consolidating Ground-Reference-Cited by-同舟云学术

Behavior of Full-Scale U-Shaped Walls Constructed by Deep Cement Mixing in Consolidating Ground

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wong Anthony H. K.¹^ORCID,Cheung Chris K. W.²,Cheung Henry K. T.³,Ng Charles W. W.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR 999077, China. ORCID:

2. Chief Resident Engineer, AECOM Asia Co. Ltd., 138 Shatin Rural Committee Rd., Hong Kong SAR 999077, China.

3. Senior Geotechnical Engineer, Dept. of Civil Engineering and Development, Government of the Hong Kong Special Administrative Region, Hong Kong SAR 999077, China.

4. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR 999077, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11471

Reference41 articles.

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3. Bruce, D. A. 2000. An introduction to the deep soil mixing methods as used in geotechnical applications. Washington, DC: Federal Highway Administration.

4. Bruce, M. E. C., R. R. Berg, G. M. Filz, M. Terashi, D. S. Yang, and J. G. Collin. 2013. Federal Highway Administration design manual: Deep mixing for embankment and foundation support. Washington, DC: Federal Highway Administration.

5. New model for the indirect determination of the tensile stress–strain curve of concrete by means of the Brazilian test

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