EFFECTS OF SCP DRIVING ON THE STRENGTH OF CLAY OUTSIDE THE IMPROVED AREA
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/596/1998_596_101/_pdf
Reference21 articles.
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2. 2) Lo, K. Y. and Stermac, A. G.: Induced pore pressures during pile-driving operations, Proc. of 6th ICSMFE, Vol. 2, pp. 285-289, 1965.
3. 3) Randolph, M. F. and Wroth C. P.: An analytical solution for the consolidation around a driven pile, Int. Journal for Numerical and Analytical Methods in Geomechanics, Vol. 3, pp. 217-229, 1979.
4. 4) Rutledge, P. C.: Discussion, Trans., Soil Mechanics in Engineering Practice, pp210-216, 1948.
5. 5) 網干寿夫, 中村龍二, 奥村樹郎, 曽我部隆久, 一本英三郎: 軟弱地盤におけるサンドコンパクション工法および深層混合工法の問題点, 土木学会誌, 増刊号, pp. 22-32, 1982.
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