Installation of Stiffened Caissons in Nonhomogeneous Clays

AbstractA significant difference between predicted and measured installation resistance of stiffened suction caissons was identified due to the existing uncertainty regarding the mobilized soil-flow mechanisms. This paper describes an extensive investigation of stiffened-caisson penetration in nonhomogeneous clays undertaken through large deformation finite-element (LDFE) analysis to provide insight into the soil behavior during installation of a caisson. The soil-flow mechanisms around and between stiffeners, and inside and outside of the caisson, and the corresponding penetration resistances were presented from a parametric study, exploring a range of dimensionless parameters related to stiffened-caisson geometry, caisson roughness, and soil strength nonhomogeneity. The LDFE results were compared with centrifuge test data in terms of the soil-flow mechanisms and penetration resistance profile, with good agreement obtained. Three interesting features in the mobilized soil-flow mechanisms inside the caiss...

[1]  Mark Randolph,et al.  Large deformation analysis of suction caisson installation in clay , 2006 .

[2]  Chris M. Martin,et al.  Upper-bound analysis of lateral pile capacity in cohesive soil , 2006 .

[3]  H. Dendani,et al.  Girassol: Design Analysis and Installation of the Suction Anchors , 2002 .

[5]  Divya S. K. Mana,et al.  Experimental investigation of reverse end bearing of offshore shallow foundations , 2013 .

[6]  Mark Randolph,et al.  Suction anchors for deepwater applications , 2005 .

[7]  Mark Randolph,et al.  In situ testing for design of pipeline and anchoring systems , 2007 .

[8]  Mark Randolph,et al.  Installation of suction caissons in Gulf of Guinea clay , 2014 .

[9]  S. Liyanapathirana Arbitrary Lagrangian Eulerian based finite element analysis of cone penetration in soft clay , 2009 .

[10]  Mark Randolph,et al.  Resistance of full-flow penetrometers in rate-dependent and strain-softening clay , 2009 .

[11]  Mark Randolph,et al.  Installation and pull-out capacity of stiffened suction caissons in cohesive sediments , 2001 .

[12]  John L. Tassoulas,et al.  Installation and axial pullout of suction caissons: numerical modeling. , 2010 .

[13]  D. White,et al.  Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils , 2010 .

[14]  N. Kikuchi,et al.  An arbitrary Lagrangian-Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids , 1991 .

[15]  M. Randolph,et al.  A practical numerical approach for large deformation problems in soil , 1998 .

[16]  Christophe Gaudin,et al.  Modelling the installation of stiffened caissons in overconsolidated clay , 2009 .

[17]  M. Randolph,et al.  Performance of Suction Anchors in Fine-Grained Calcareous Soils , 1998 .

[18]  M. Randolph,et al.  Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays , 2010 .

[19]  Scott W. Sloan,et al.  Removal of singularities in tresca and mohr–coulomb yield functions , 1986 .

[20]  Yang Gao,et al.  Soil flow mechanisms around and between stiffeners of caissons during installation in clay , 2012 .

[21]  M F Randolph,et al.  A numerical study of cone penetration in clay , 2004 .

[22]  Mark Randolph,et al.  Effect of Installation Method on External Shaft Friction of Caissons in Soft Clay , 2009 .

[23]  Mark Randolph,et al.  Upper-bound yield envelopes for pipelines at shallow embedment in clay , 2008 .

[24]  Clarence J. Ehlers,et al.  Set-Up of Large Diameter Driven Pipe Piles in Deepwater Normally Consolidated High Plasticity Clays , 2009 .

[25]  Mark Randolph,et al.  External radial stress changes and axial capacity for suction caissons in soft clay , 2007 .

[26]  Charles Aubeny,et al.  Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil , 2005 .

[27]  Hedi Dendani Suction Anchors: Some critical aspects for their design and installation in clayey soils , 2003 .

[28]  C. Erbrich,et al.  Installation of the Laminaria Suction Piles ? A Case History , 2002 .

[29]  H. Dendani,et al.  Gulf of Guinea deepwater sediments: Geotechnical properties, design issues and installation experiences , 2010 .

[30]  M. Randolph,et al.  Analysis of Suction Caisson Capacity in Clay , 2002 .

[31]  Nam-Ho Kim Finite Element Analysis for Contact Problems , 2015 .