Characterization and finite element analysis of lime and polymer treated ultra-soft clay soils using the electrical resistivity and miniature penetrometer methods

2019 ◽  
pp. 71-83
Author(s):  
Aram M. Raheem
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Electrical Resistivity ◽  
Soft Clay ◽  
Clay Soils ◽  
Element Analysis

scholarly journals Finite Element Analysis of GHD-reinforced Soft Clay Embankment

1998 ◽  
Vol 13 ◽  
pp. 1-12
Author(s):  
Masashi KAMON ◽  
Mamoru MIMURA ◽  
Takashi KATO ◽  
Tomoyuki AKAI
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Soft Clay ◽  
Element Analysis

Lateral Movement of Pipelines on a Soft Clay Seabed: Large Deformation Finite Element Analysis

2011 ◽  
Author(s):  
S. Chatterjee ◽  
D. J. White ◽  
M. F. Randolph
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Large Deformation ◽  
Soft Clay ◽  
Realistic Model ◽  
Element Analysis ◽  
Resistance Response ◽  
Soil Model ◽  
Lateral Resistance ◽  
The Ideal

Large deformation finite element analysis using the commercial software ABAQUS has been performed to study the lateral response of pipelines on a soft seabed. Initially, pipe soil interaction simulations are presented for the case of ideal soil, with non-softening strength. Lateral resistance profiles and trajectories of the pipe during lateral motion are investigated for different initial embedment of the pipe. A more realistic soil model incorporating the effects of strain rate and strain softening is then explored. Lateral resistance profiles and trajectories of the pipes from this realistic model are compared with the ideal soil case. Finally, the concept of effective pipe embedment — which accounts for the geometric changes caused by the soil berm ahead of the pipe — is applied to both the ideal and realistic soil model responses. The normalized horizontal resistance response is shown to be linked to the effective embedment in a simple manner, regardless of the other soil and pipeline parameters. This provides a useful contribution towards the development of a general model for describing large-amplitude lateral pipe-soil interaction, taking due account of the effects of changing geometry and soil strength.

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