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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

References

  • Azzouz , A. S. , Baligh , M. M. and Whittle , A. J. 1990 . “Shaft Resistance of Piles in Clay” . Journal of Geotechnical Engineering, ASCE , 116 ( 2 ) : 205 – 221 .
  • Collins , I. F. and Yu , H. S. 1996 . “Undrained Cavity Expansions in Critical State Soils” . International Journal for Numerical and Analytical Methods in Geomechanics , 20 : 489 – 516 .
  • Liao , H. J. , Du , M. S. and Su , S. F. 2002 . “Apparent Shear Strength of Grout Piles Improved Clay for Braced Excavation” . Sino‐Geotechnics , : 23 – 32 . (in Chinese)
  • Randolph , M. F. , Carter , J. P. and Wroth , C. P. 1979 . “Driven Piles in Clay – The Effects of Installation and Subsequent Consolidation” . Geotechnique , 29 ( 4 ) : 361 – 393 .
  • Roy , M. , Blanchet , R. , Tavenas , F. and Rochelle , P. L. A. 1981 . “Behaviour of a Sensitive Clay during Pile Driving” . Canadian Geotechnical Journal , 18 ( 1 ) : 67 – 85 .
  • Thevanayagam , S. , Chameau , J. L. and Altschaefft , A. G. 1994 . “Some Aspects of Pressuremeter Test Interpretation in Clay” . Geotechnique , 44 ( 2 ) : 319 – 334 .
  • Vesic , A. S. 1972 . “Expansion of Cavities in Infinite Soil Mass” . Journal of the Soil Mechanics and Foundations, ASCE , 98 ( 3 ) : 265 – 290 .
  • Corresponding author. (Tel: 886–2–86625921 ext. 154; Fax: 886–2–26629583; Email: [email protected])

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