Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling

2021 ◽  
Author(s):  
Xing-sen Guo ◽  
Ting-kai Nian ◽  
Dong Wang ◽  
Zhong-de Gu
1988 ◽  
Vol 28 (1) ◽  
pp. 29-40 ◽  
Author(s):  
Akio Nakase ◽  
Takeshi Kamei

Author(s):  
Adeildo S. Ramos Ju´nior ◽  
Luciana C. L. M. Vieira ◽  
Cla´udio S. Amaral ◽  
Viviane C. L. Ramos

The study of alternative techniques to characterize the geomechanical properties of marine clays in deep waters has been the objective of numerous studies. Such research is warranted because of the difficulty in the use of traditional inspection methods under those environmental conditions. This paper presents an inverse numerical technique to evaluate the undrained soil shear strength of the marine soil. This technique is based on the response measurement during penetration in the marine soil by a gravity released pile. By inverse here we mean that the algorithm developed uses the experimental data to fit the parameters of the differential equation of motion of the pile during the penetration, using the least square method. In this procedure the parameters are associated to the undrained shear strength of the marine clay and to the drag coefficient of the pile. Examples are shown to illustrate the feasibility of the method when compared to other conventional tests.


1990 ◽  
Vol 27 (3) ◽  
pp. 373-386 ◽  
Author(s):  
Étienne J. Windisch ◽  
Raymond N. Yong

Statistics for data collected on eastern Canadian clays (Champlain, Goldthwait, Tyrrell, and Laflamme marine clays and Barlow–Ojibway lacustrine clays) are computed and analyzed. These clays are divided into three groups: eastern Canadian marine clays, Champlain clays (as an important part of the first group), and Barlow–Ojibway lacustrine clays. The analysis reveals significant differences between eastern Canadian clays and Scandinavian clays. Some relationships proposed in the literature and based on plasticity index, liquidity index, and plastic limit are found to be inapplicable to eastern Canadian clays. On the basis of a proposed method for estimating the undrained shear strength of normally consolidated eastern Canadian marine clays, the overconsolidation ratio is found to be equal to the ratio of the in situ undrained shear strength to the estimated normally consolidated undrained shear strength. Key words: undrained shear strength, plasticity index, liquidity index, plastic limit, statistical evaluation, over-consolidation ratio, lacustrian clays.


1976 ◽  
Vol 102 (9) ◽  
pp. 989-1005
Author(s):  
Demetrious C. Koutsoftas ◽  
Joseph A. Fischer

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