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1-20 of 43
Keywords: marine clay
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Proceedings Papers
Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-2217
.... To bridge this gap, the current research is performed on the large deformations for bearing capacity of suction caisson in marine clay for southern part of China Sea. In this work, a two-dimensional axisymmetric finite element model (FEM) is established to study the behaviour of suction caisson foundations...
Proceedings Papers
Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-476
... ABSTRACT The purpose of this study is to investigate the strength development of dredged marine clay stabilized with basic oxygen furnace (BOF) steel slag from early curing to later curing times using the shear wave velocity. The vane shear test (LVS), unconfined compression test (UCS...
Proceedings Papers
Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-480
... of various factors on measured shear strength, correlation with other in-situ and laboratory test results, and problem for determination of undrained shear strength as shear strength for design was mainly examined for Japanese marine clays (Tsuchida, 2000). Field vane shear test (FVT) is one of the popular...
Proceedings Papers
Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-508
... as it controls how deep the structure will be settling into the seafloor. The Coupled Eulerian-Lagrangian (CEL) technique in Abaqus/Explicit was used to estimate the soil resistance on tubular members and piles loaded to very large displacements into the marine clays. Horizontal tubular members were pushed...
Proceedings Papers
Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-503
... Abstract We studied the influence of allophane, organic soil, and Toyoura sand on the consistency limits of marine clay. These things are typically observed in Japanese marine clay and may explain its natural high water content and high plasticity. The tests using Singapore marine clay...
Proceedings Papers
Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-233
... ABSTRACT The geotechnical characteristics of marine clay are large compressibility and low bearing capacity. To utilize the ground that consists of this type of soil, it is essential to carry out an optimal ground improvement procedure. The deep cement mixing and grouting method has been...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-311
... ABSTRACT: Interbedded layers of glacial deposits and marine or glacimarine clay layers are a common feature of offshore sediment. Typically, offshore marine clays are lightly overconsolidated sensitive clay. Some case histories on submarine landslides show that the slip surface passes through...
Proceedings Papers
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-567
... computed tomography (CT) at each step. The scanning images were processed, and showed that cracks were formed by gas expansion in the marine clay. The fracture toughness of the tested marine clay was measured, and the results were found to fall within the range of the measured values from literature...
Proceedings Papers
Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-282
... laboratory tests for offshore soil investigation. It is also a tool for identification of different soil units, and is suggested to be used together with interpretation of the borehole logs and classification tests. Gas bubbles can be formed in marine clays due to gas hydrate dissociation and also...
Proceedings Papers
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-570
... Response of Marine Clay to Cyclic Loading Jinwei DING1), Haixiao LIU2), Liming HU1) 1) State Key Lab of Hydroscience and Engineering, Dept of Hydraulic Engineering, Tsinghua University, Beijing, China 2) Dept of Port Engineering, Tianjin University, Tianjin, China ABSTRACT To study the response...
Proceedings Papers
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-275
... and materials electrode reservoir characterization increment experimental study cementation material pre-consolidation stress drilling fluid property electrolysis cone resistance drilling fluid chemistry sodium silicate marine clay compression index drilling fluid selection and formulation shear...
Proceedings Papers
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-222
... Cyclic Lateral Load Tests of Offshore Large Diameter Piles of Incheon Bridge in Marine Clay Sangseom Jeong and Youngho Kim Dept. of Civil &Environmental Engineering, Yonsei University Seoul, Korea. Jeonghwan Kim and Seunghyun Shin Incheon Bridge Project, Samsung Corporation Incheon, Korea ABSTRACT...
Proceedings Papers
Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-096
... ABSTRACT In this study, iron and aluminum electrodes were put in marine clay which was taken from the south coast in Korea to increase the undrained shear strength by inducing the densification and cementation between clay particles and precipitates which were developed by electric...
Proceedings Papers
Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-309
... ABSTRACT The sub-soils in Northwestern Peninsular Malaysia consist of sedimentary soil deposits which form alternate layers of clay and sand. In this paper, the characteristics of marine clay in Northwestern Peninsular Malaysia are investigated based on field and laboratory test data gathered...
Proceedings Papers
Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-272
... Properties of a Rapid-Setting Controlled Low-Strength Marine Clay Dae Ho Cho Student, Department of Civil Engineering, Chung-Ang University, KOREA Soo Sam Kim Professor, Department of Civil & Environmental Engineering, Hanyang University, KOREA Seung Chul Kim General Manager, Samsung Engineering...
Proceedings Papers
Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-161
..., the CPTu results may be highly linked to undrained shear strength (s u ). Estimation of undrained shear strength of clayey soils including marine clays from CPTu requires piezocone factors, which are generally derived using empirical correlations. However, previous studies on the empirical piezocone...
Proceedings Papers
Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-252
... upstream oil & gas electron microscope pleistocene clay marine clay shear modulus element test dpvc cell pressure kaolin clay void ratio pre-consolidation stress apparatus specimen pore pressure diatom effective axial stress Strain-path Controlled Ko Consolidation of Marine Clays...
Proceedings Papers
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-132
... An Effective Stress Path of K0-consolidated Marine Clays S.Nishie*, L.Wang M.Hyodo *Chuo Kaihatsu Co. Ltd., Osaka, Japan **Chuo Kaihatsu Co. Ltd., Tokyo, Japan Yamaguchi University, Yamaguchi, Japan ABSTRACT The effects of stress induced anisotropy caused by K0- consolidation and secondary...
Proceedings Papers
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-137
... ABSTRACT Various existing CPT-based prediction models for profiling stress history of marine clay at the southern coast in Korea has been investigated by regression analysis. Preconsolidation pressures and overconsolidation ratio predicted by using both empirical correlations and piezocone...
Proceedings Papers
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-163
... the difference of loading strain rate. It should be noted that shear modulus G measured by bender elements and the K 0 value are reflected fabric change of clay particles. Strain-path Control Ko Consolidation of Marine Clays Kazunori Uchida Department of Agricultural and Environmental Engineering, Kobe...
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