Geotechnical properties of Pusan clays

被引:43
作者
Chung, SG
Giao, PH
Kim, GJ
Leroueil, S
机构
[1] Dong A Univ, Dept Civil Engn, Pusan 604714, South Korea
[2] Dong A Univ, Brain Korea Project 21 BK21, Pusan 604714, South Korea
[3] Univ Laval, Dept Civil Engn, Quebec City, PQ G1K 7P4, Canada
关键词
Pusan; soft clay; intrinsic compression; geotechnical properties;
D O I
10.1139/T02-055
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The Nakdong River plain is one of the few areas in Korea where soft clays have been deposited. Although many site investigations related to large-scale reclamation works have been carried out over the past 10 years, soil profiles still need to be better characterized. The Pusan clays at this location constitute an interesting topic for researchers both in and outside Korea due to their geological complexity, unusually great thickness, very low overconsolidation (OCR) values, large consolidation settlement, and the effects of artesian pressure. This paper represents the first comprehensive review of Pusan clays and collates extensive existing and new geotechnical data. These data are then analyzed within the frameworks of both classical and new developments in soft clay engineering to address the problems mentioned above.
引用
收藏
页码:1050 / 1060
页数:11
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