Lateral Displacement of Ground Caused by Soil–Cement Column Installation-Reference-Cited by-同舟云学术

Lateral Displacement of Ground Caused by Soil–Cement Column Installation

Published:2005-05 Issue:5 Volume:131 Page:623-632
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chai Jin-Chun¹²³,Miura Norihiko¹²³,Koga Hirofumi¹²³

Affiliation:

1. Associate Professor, Institute of Lowland Technology, Saga Univ., 1 Honjo, Saga 840-8502, Japan.

2. Director, Institute of Soft Ground Engineering, 4-1-52 Ohtakara, Saga 840-0811, Japan.

3. Chief Engineer, Shiwa Techno Co., Ltd, 1856-1 Kubotacho Tokuman, Saga 849-0201, Japan.

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%282005%29131%3A5%28623%29

Reference10 articles.

1. Field Investigation on the Settlement of Low Embankment due to Traffic Load and Its Prediction

2. Horpibulsuk S. (2001). “Analysis and assessment of engineering behavior of cement stabilized clays.” PhD dissertation Saga Univ. Saga Japan.

3. Koga H. (2003). “Quality control and construction management for cement depth mixing ground improvement in alluvial clay deposit region of Saga.” Dr. Eng. dissertation Saga Univ. Saga Japan (in Japanese).

4. Koga H. Miura N. and Shen S.-L. (2001). “A field test on the lateral displacement caused by soil-cement column installation.” Proc. 36th Annual Meeting Japanese Geotechnical Society 1129–1130 (in Japanese).

5. Koga H. Otuka Y. Shen S.-L. and Miura N. (1999). “Characteristics of soil-cement column in soft Ariake clay and behavior of the surrounding ground during its installation.” Rep. to the Faculty of Science and Engineering Saga Univ. Vol. 28 Saga Univ. Saga Japan 69–74 (in Japanese).

Cited by 75 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. Analysis of effects of initial hydraulic state on undrained cylindrical cavity expansion response in unsaturated soils;Computers and Geotechnics;2024-11

2. In-situ test and calculation method for horizontal deformation of soil induced by multi-row grouting;CAN GEOTECH J;2024

3. Effects of jet grouting on adjacent ground through numerical modelling;Proceedings of the Institution of Civil Engineers - Ground Improvement;2024-06-13

4. Sustainable Use of Waste Materials in Stone Columns: A Review;Indian Geotechnical Journal;2024-05-28

5. Response Reduction Factor for Structures with Significant Irregularities on Different Soil Stratum;Civil Engineering Journal;2024-03-01