A Release-to-Rest Model for Dynamically Installed Anchors
暂无分享,去创建一个
[1] A. Casacrande,et al. Effect of Rate of Loading on the Strength of Clays and Shales at Constant Water Content , 1951 .
[2] R. Beard,et al. A Penetrometer for Deep Ocean Seafloor Exploration , 1981 .
[3] T. Freeman,et al. A Geotechnical Investigation of a Deep Ocean Site , 1990 .
[4] E Skomedal,et al. SOIL PARAMETERS FOR FOUNDATION DESIGN, TROLL PLATFORM , 1992 .
[5] K. Karlsrud,et al. Response of Piles in Soft Clay and Silt Deposits to Static and Cyclic Axial Loading Based on Recent Instrumented Pile Load Tests , 1993 .
[6] Mark Randolph,et al. Profile and frictional capacity of embedded anchor chains , 1995 .
[7] Thomas C. Sheahan,et al. Rate-Dependent Undrained Shear Behavior of Saturated Clay , 1996 .
[8] J. N. Hutchinson,et al. Ring shear tests on soil from the Vaiont landslide slip surface , 1999 .
[9] Hiroyuki Tanaka,et al. A microstructural investigation of Osaka Bay clay: the impact of microfossils on its mechanical behaviour , 1999 .
[10] Tor Inge Tjelta,et al. Deep penetrating anchor: Subseabed deepwater anchor concept for floaters and other installations , 1999 .
[11] Jon Tore Lieng,et al. Deep Penetrating Anchor: Further Development, Optimization And Capacity Verification , 2000 .
[12] G. Biscontin,et al. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay , 2001 .
[13] C. J. Medeiros. Low Cost Anchor System for Flexible Risers in Deep Waters , 2002 .
[14] M. Randolph,et al. Experimental and theoretical studies of deep penetrating anchors , 2004 .
[15] Mark Randolph,et al. Suction anchors for deepwater applications , 2005 .
[16] Mark Randolph,et al. Effect of penetration rate on penetrometer resistance in clay , 2006 .
[17] Charles Aubeny,et al. Interpretation of Impact Penetration Measurements in Soft Clays , 2006 .
[18] Serge Leroueil,et al. Applicability of power law for describing the rheology of soils of different origins and characteristics. , 2009 .
[19] John L. Tassoulas,et al. Installation of Torpedo Anchors: Numerical Modeling , 2009 .
[20] Mark Randolph,et al. Rate effects on penetrometer resistance in kaolin , 2009 .
[21] E. Zimmerman,et al. Efficient Gravity Installed Anchor for Deepwater Mooring , 2009 .
[22] Conleth O'Loughlin,et al. Centrifuge tests on dynamically installed anchors , 2009 .
[23] J. T. Lieng,et al. Installation of Two Prototype Deep Penetrating Anchors at the Gjoa Field in the North Sea , 2010 .
[24] Chunyong Nie,et al. Installation Penetration of Gravity Installed Plate Anchors - Laboratory Study Results and Field History Data , 2011 .
[25] Gokhan Saygili,et al. Effect of soil variability on the penetration depth of dynamically installed drop anchors , 2011 .
[26] Mark Randolph,et al. Numerical analysis of a cylinder moving through rate-dependent undrained soil , 2011 .
[27] Conleth O'Loughlin,et al. Piezoball testing in soft lake sediments , 2012 .
[28] Mark Randolph,et al. Interaction forces between pipelines and submarine slides — A geotechnical viewpoint , 2012 .
[29] H. Sabetamal,et al. Numerical analysis of torpedo anchors , 2013 .
[30] M. Randolph,et al. Penetration of dynamically installed anchors in clay , 2013 .
[31] R. Sandven,et al. Characterisation and engineering properties of Tiller clay , 2013 .
[32] M. Randolph,et al. Soil strength estimation and pore pressure dissipation for free-fall piezocone in soft clay , 2014 .
[33] Christophe Gaudin,et al. MEMS accelerometers for measuring dynamic penetration events in geotechnical centrifuge tests , 2014 .
[34] S. Stegmann,et al. In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections , 2014 .
[35] C. Gaudin,et al. Experimental Investigation of Installation and Pullout of Dynamically Penetrating Anchors in Clay and Silt , 2014 .
[36] Mark Randolph,et al. Centrifuge modelling of active slide–pipeline loading in soft clay , 2014 .
[37] Mark Randolph,et al. Installation of suction caissons in Gulf of Guinea clay , 2014 .
[38] Conleth O'Loughlin,et al. Dynamic installation and monotonic pullout of a torpedo anchor in calcareous silt , 2015 .
[39] Conleth O'Loughlin,et al. Installation of dynamically embedded plate anchors as assessed through field tests , 2015 .
[40] C. Gaudin,et al. Capacity of dynamically installed anchors as assessed through field testing and three-dimensional large-deformation finite element analyses , 2015 .
[41] Christophe Gaudin,et al. Capacity of dynamically embedded plate anchors as assessed through field tests , 2015 .
[42] Christophe Gaudin,et al. Soil response in the wake of dynamically installed projectiles , 2015 .
[43] Christophe Gaudin,et al. In Situ Measurement of the Dynamic Penetration of Free-Fall Projectiles in Soft Soils Using a Low-Cost Inertial Measurement Unit , 2016 .
[44] C. Gaudin,et al. Towards a simple design procedure for dynamically embedded plate anchors , 2016 .
[45] Conleth O'Loughlin,et al. Estimation of soil strength in fine-grained soils by instrumented free-fall sphere tests , 2016 .
[46] D. White,et al. Centrifuge modelling of an instrumented free-fall sphere for measurement of undrained strength in fine-grained soils , 2016 .
[47] Mark Randolph,et al. An extended interpretation of the free-fall piezocone test in clay , 2017 .
[48] C. Gaudin,et al. Assessing the penetration resistance acting on a dynamically installed anchor in normally consolidated and overconsolidated clay , 2017 .
[49] David White,et al. The evolution of seabed stiffness during cyclic movement in a riser touchdown zone on soft clay , 2017 .