Discussion: Lateral Displacement of Ground Caused by Soil–Cement Column Installation
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 1
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References
1.
Hsieh, H. S., Wang, C. C., and Ou, C. Y. (2003). “Use of jet grouting to limit diaphragm wall displacement of a deep excavation.” J. Geotech. Geoenviron. Eng., 129(2), 146–157.
2.
Kauschinger, J. L., Perry, E. B., and Hankour, R. (1992). “Jet grouting: State-of-the-practice.” Proc., Grouting, Soil Improvement and Geosynthetics, ASCE, New York, 169–181.
3.
Lin, S. C., Lin, H. D., Kuo, C. J., Lin, Y. K., and Kuo, P. C. (2003). “Effects of jet mixing on adjacent soils of an excavation.” Proc., 12th Asian Regional Conf. on Soil Mechanics and Geotechnical Engineering, 809–813.
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Wang, C. C., Lin, H. D., and Wu, M. F. (1999). “Ground settlements caused by deep excavation in clay.” Sino-Geotechnics, Sino-Geotechnics Research and Development Foundation, 76, 51–62 (in Chinese).
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133 • Issue 1 • January 2007
Pages: 123 - 124
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© 2007 ASCE.
History
Published in print: Jan 2007
Published online: Sep 19, 2014
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Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan 106. E-mail: [email protected]
Shih-Cheng Lin
Ph.D. Candidate, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan 106.
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