Site investigation and soil parameters for offshore suction bucket design: A case study of Houhu wind turbine

[1]  K. Andersen,et al.  Soil parameters for offshore wind farm foundation design: A case study of Zhuanghe wind farm , 2021 .

[2]  K. Andersen,et al.  Thixotropy of soft clay: A review , 2021 .

[3]  L. Kong,et al.  Effect of cementation on the small-strain stiffness of granite residual soil , 2021 .

[4]  S. Zhang,et al.  Long-term setup of a displacement pile in clay: An analytical framework , 2020 .

[5]  K. Andersen,et al.  Design considerations of suction caisson foundations for offshore wind turbines in Southern China , 2020 .

[6]  C. Guedes Soares,et al.  Review of the current status, technology and future trends of offshore wind farms , 2020 .

[7]  Lin Li,et al.  Time-dependent bearing capacity of a jacked pile: An analytical approach based on effective stress method , 2017 .

[8]  L. Kong,et al.  Thixotropic mechanism of clay: A microstructural investigation , 2017 .

[9]  Dong Wang,et al.  Numerical modelling of the effects of consolidation on jack-up spudcan penetration , 2016 .

[10]  K. Andersen,et al.  Thixotropy of Marine Clays , 2016 .

[11]  Puyang Zhang,et al.  Model tests on the bearing capacity of wide-shallow composite bucket foundations for offshore wind turbines in clay , 2015 .

[12]  K Andersen,et al.  Cyclic soil parameters for offshore foundation design , 2015 .

[13]  P. Jeanjean,et al.  Long-term axial capacity of deepwater jetted piles , 2014 .

[14]  Fu-Ping Gao,et al.  Bearing Capacity of the High-Rise Pile Cap Foundation for Offshore Wind Turbines , 2014 .

[15]  WichtmannT.,et al.  Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay , 2013 .

[16]  Tom Lunne,et al.  Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays , 2006 .

[17]  Paul W. Mayne,et al.  CORRELATIONS BETWEEN SHEAR WAVE VELOCITY AND CONE TIP RESISTANCE IN NATURAL CLAYS , 1995 .

[18]  P. Robertson.  Soil classification using the cone penetration test , 1990 .

[19]  C. Ladd,et al.  New design procedure for stability of soft clays , 1974 .

[20]  A. W. Skemption,et al.  The Sensitivity of Clays , 1952 .

[21]  J. L’Heureux,et al.  Correlations between shear wave velocity and geotechnical parameters in Norwegian clays , 2016 .

[22]  Subhamoy Bhattacharya,et al.  Challenges in Design of Foundations for Offshore Wind Turbines , 2014 .

[23]  T. Lunne,et al.  Soft Clay Shear Strength Parameters For Deepwater Geotechnical Design , 2007 .

[24]  P. Jeanjean.  Setup Characteristics of Suction Anchors for Soft Gulf of Mexico Clays:Experience From Field Installation and Retrieval , 2006 .

[25]  Hans Petter Jostad,et al.  Shear Strength Along Inside of Suction Anchor Skirt Wall in Clay , 2004 .

[26]  Hans Petter Jostad,et al.  Shear Strength Along Outside Wall of Suction Anchors In Clay After Installation , 2002 .

[27]  Paul W. Mayne,et al.  Gmax-qc Relationships for Clays , 1993 .

[28]  Michele Jamiolkowski,et al.  Modulus of Sand's from CPT's and DMT's , 1989 .

[29]  Tom Lunne,et al.  Procedures used to obtain soil parameters for foundation engineering in the North Sea , 1979 .

[30]  James K. Mitchell,et al.  Fundamental Aspects of Thixotropy in Soils , 1960 .