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Journal of the Chinese Institute of Engineers Volume 29, 2006 - Issue 1
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Ground improvement piles induced shear strength increase in normally consolidated clay

Hung‐Jiun Liao Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan 106, R.O.C.
,
Shi‐Fon Su Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan 106, R.O.C.
&
Wen‐Lung Chen Department of Civil Engineering, Tung‐Nan Institute of Technology, Taipei, Taiwan 116, R.O.C. Phone: 886–2–86625921 ext. 154 Fax: 886–2–86625921 ext. 154 E-mail: [email protected]
Pages 13-21 | Received 10 Nov 2003, Accepted 23 May 2005, Published online: 04 Mar 2011

Citations (4)

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Read on this site (1)

Hung‐Jiun Liao, Chih‐Chen Lin & Chi‐Jui Huang. (2008) Modeling the effect of ground improvement on reducing movement during bermed excavation in clay. Journal of the Chinese Institute of Engineers 31:1, pages 81-93.
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Articles from other publishers (3)

Agus Sulaeman, Muhamad Agung & Regi Fasya Septrian. (2020) The Investigations to Improvement performance of Non-displacement pile at Southern part of Bandung area. Journal of Physics: Conference Series 1477, pages 052061.
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Shi-Fon SuHung-Jiun Liao. (2018) Base stability of deep excavation in clay reinforced with grout piles. Proceedings of the Institution of Civil Engineers - Ground Improvement 171:1, pages 2-11.
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Y.M. Cheng, S.K. Au, A.M. Pearson & N. Li. (2013) An innovative Geonail system for soft ground stabilization. Soils and Foundations 53:2, pages 282-298.
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