Assessment of consolidation behavior of golden horn marine dredged material

被引:23
作者
Berilgen, SA [1 ]
Berilgen, MM
Özaydin, KI
Biçer, P
机构
[1] Yildiz Tech Univ, Geotech Dept, Civil Engn Fac, Istanbul, Turkey
[2] Trakya Univ, Corlu Engn Fac, Tekirdag, Turkey
关键词
consolidation; compressibility; contaminated soils; geotechnical parameters; numerical analysis;
D O I
10.1080/10641190600559424
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Polluted sea bottom sediments from Golden Horn in Istanbul have been dredged and stored on land at a disposal site. Reclamation of the disposal site was highly dependent on prediction of self-weight consolidation behavior of the dredged material, which is analyzed numerically using software which employs a nonlinear finite strain solution algorithm ( Fox and Berles 1997). The material parameters needed for the numerical model are determined using a seepage-induced consolidation testing system and prediction of the numerical model is tested against experimental observations in a slurry consolidation model tank. The numerical modeling of the field behavior at the disposal site could be successfully accomplished using sediment property data from the seepage-induced consolidation test.
引用
收藏
页码:1 / 16
页数:16
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