Use of Jet Grouting to Limit Diaphragm Wall Displacement of a Deep Excavation-Reference-Cited by-同舟云学术

Use of Jet Grouting to Limit Diaphragm Wall Displacement of a Deep Excavation

Published:2003-02 Issue:2 Volume:129 Page:146-157
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hsieh Hsii-Sheng¹,Wang Chien-Chih²,Ou Chang-Yu³

Affiliation:

1. Vice President, Trinity Engineering Consultants, Taipei, Taiwan, Republic of China.

2. Assistant Professor, Dept. of Civil Engineering, Cheng Shiu Institute of Technology, Kaohsiung, Taiwan, Republic of China.

3. Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan, Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A2%28146%29

Reference15 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Hazaad K. (1979). “A method to improve characteristics of soft clays by inclusion of large diameter sand columns.” Int. Conf. on Soil Reinforcement Paris 211–216.

2. Bowles J. E. (1988). Foundation analysis and design McGraw-Hill New York.

3. Clough G. W. and O’Rourke T. D. (1990). “Construction induced movements of in situ walls.” Design and Performance of Earth Retaining Structures ASCE New York 439–470.

4. Fang H. Y. (1991). Foundation engineering handbook Van Nostrand Reinhold New York.

5. Fast lagrangian analysis of continua (FLAC) version 3.2 user’s manual . (1993). Ithasca Consulting Group Minneapolis.

Cited by 46 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. Appraisal of soil-cement columns load displacement behavior through full-scale tests database;Marine Georesources & Geotechnology;2024-07-31

2. Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”;Journal of Geotechnical and Geoenvironmental Engineering;2024-07

3. Effect of cross wall on the strut forces for braced excavations in clays;Computers and Geotechnics;2024-07

4. A Case Study of The Performance of A Pile-Supported Bracing Method for Basement Building;International Journal of Engineering and Applied Sciences;2024-06-12

5. Deformation features of high-pressure rotary pile reinforced strata by discrete lattice spring modeling (DLSM);Computational Particle Mechanics;2024-03-20