Ageing and cyclic behaviour of axially loaded piles driven in chalk
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[1] A. H. Augustesen,et al. Offshore pile load tests in Chalk to support the design of jacket foundations , 2018, Geotechnical Engineering.
[2] John Carey,et al. Monotonic and cyclic lateral tests on driven piles in Chalk , 2017 .
[3] Neil Morgan,et al. Chalk-steel Interface testing for marine energy foundations , 2017 .
[4] John Carey,et al. Time-dependent uplift capacity of driven piles in low to medium density chalk , 2017 .
[5] Richard J. Jardine,et al. Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands , 2015 .
[6] Rodrigo Salgado,et al. The role of soil stiffness non-linearity in 1D pile driving simulations , 2015 .
[7] M Rattley,et al. Design of large diameter monopiles in chalk at Westermost Rough offshore wind farm , 2015 .
[8] Anders Hust Augustesen,et al. Cyclic pile load tests combined with laboratory results to design offshore wind turbine foundations in chalk , 2015 .
[9] Morten Saue,et al. Geological and geotechnical characterisation for offshore wind turbine foundations: A case study of the Sheringham Shoal wind farm , 2014 .
[10] Andrea Diambra,et al. Performance of cyclic cone penetration tests in chalk , 2014 .
[11] K. Karlsrud,et al. Significant ageing effects for axially loaded piles in sand and clay verified by new field load tests , 2014 .
[12] Barry Lehane,et al. Characterisation of the effects of time on the shaft friction of displacement piles in sand , 2014 .
[13] Richard J. Jardine,et al. Interpretation of stress measurements made around closed-ended displacement piles in sand , 2013 .
[14] Richard J. Jardine,et al. Displacement response to axial cycling of piles driven in sand , 2013 .
[15] Richard J. Jardine,et al. Field axial cyclic loading experiments on piles driven in sand , 2012 .
[16] R. Mortimore. Making sense of Chalk: a total-rock approach to its Engineering Geology , 2012 .
[17] Mark Cassidy,et al. Experimental observations of the penetration of spudcan footings in silt , 2012 .
[18] Richard J. Jardine,et al. Behaviour of displacement piles in sand under cyclic axial loading , 2012 .
[19] Paul Doherty,et al. The geotechnical challenges facing the offshore wind sector , 2011 .
[20] Richard J. Jardine,et al. Some observations of the effects of time on the capacity of piles driven in sand , 2006 .
[21] David White,et al. A general framework for shaft resistance on displacement piles in sand , 2005 .
[22] Siew L. Tan,et al. PREDICTION OF PILE SET-UP IN NON-COHESIVE SOILS. IN: CURRENT PRACTICES AND FUTURE TRENDS IN DEEP FOUNDATIONS , 2004 .
[23] T. Spink,et al. The engineering description of chalk: its strength, hardness and density , 2002, Quarterly Journal of Engineering Geology and Hydrogeology.
[24] Mark Randolph,et al. A simple model for inelastic footing response to transient loading , 1995 .
[25] M. Randolph,et al. Design of driven piles in sand , 1994 .
[26] Barry Lehane,et al. Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests , 1994 .
[27] N B Hobbs,et al. COMPRESSION AND TENSION TESTS ON AN OPEN-ENDED TUBE PILE IN CHALK , 1993 .
[28] Richard J. Jardine,et al. Effects of installing displacement piles in a high OCR clay , 1991 .
[29] Gholamreza Mesri,et al. Postdensification Penetration Resistance of Clean Sands , 1990 .
[30] H. G. Poulos,et al. Cyclic Stability Diagram for Axially Loaded Piles , 1988 .
[31] Richard J. Jardine,et al. The measurement of soil stiffness in the triaxial apparatus , 1984 .
[32] Richard J. Jardine,et al. Design method reliability assessment from an extended database of axial load tests on piles driven in sand , 2017 .
[33] Yusuke Suzuki,et al. Investigation and interpretation of cone penetration rate effects , 2015 .
[34] Stephen Bundy,et al. Geotechnical properties of chalk putties , 2013 .
[35] Richard J. Jardine,et al. Keynote Address: Cyclic Loading of Offshore Piles: Potential Effects And Practical Design , 2012 .
[36] Mark Randolph,et al. Characterisation of soft sediments for offshore applications , 2004 .
[37] Martin Fahey,et al. A comparison of pressuremeter and piezocone methods of determining the coefficient of consolidation , 1995 .
[38] M. Randolph,et al. Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments , 1994 .
[39] Barry Lehane,et al. THE BEHAVIOUR OF A DISPLACEMENT PILE IN BOTHKENNAR CLAY , 1992 .
[40] H. Matlock,et al. Application of Model Pile Tests to Axial Pile Design , 1990 .
[41] Farrokh Nadim,et al. Piles in clay under cyclic axial loading: field tests and computational modelling , 1987 .
[42] E. Heerema,et al. Predicting Pile Driveability: Heather As An Illustration Of The "Friction Fatigue" Theory , 1978 .
[43] Toyoaki Nogami,et al. Dynamic Soil Reactions for Plane Strain Case , 1978 .
[44] C.R.I. Clayton,et al. Chalk as fill. , 1978 .
[45] V. N. Vijayvergiya,et al. Design And Installation Of Piles In Chalk , 1977 .
[46] J. Hancock. The petrology of the Chalk , 1975 .
[47] A. Bradshaw. On the Chalk , 1966, Nature.