# Professor Mark Randolph

**Journal papers**

201. Bienen, B., Dührkop, J., Grabe, J., Randolph, M.F. and White, D.J. (2011) The response of piles with wings to monotonic and cyclic lateral loading in sand. J. of Geotechnical and Geoenvironmental Engineering, ASCE, (in press November 2011).

200. Acosta-Martinez, H.E., Gourvenec, S.M. and Randolph, M.F. (2011) Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift. Géotechnique (in press October 2011).

199. Osman, A.S. and Randolph, M.F. (2011) An analytical solution for the consolidation around a laterally loaded pile. Int. J. of Geomechanics, ASCE, (accepted March 2011).

198. Hossain, M.S., Cassidy, M.J., Baker, R. and Randolph, M.F. (2011) Optimisation of perforation drilling for mitigating punch-through in multi-layered clays. Canadian Geotechnical J. (in press October 2011).

197. Boukpeti, N., White, D.J., Randolph, M.F. and Low, H.E. (2011) Strength of fine-grained soils at the solid-fluid transition. Géotechnique, (in press August 2011).

196. Boukpeti, N., White, D.J. and Randolph, M.F. (2011) Analytical modelling of a submarine slide under steady flow in relation to the impact load on a pipeline. Géotechnique, (in press July 2011).

195. Wang, D, Hu, Y. and Randolph, M.F. (2011) Keying of rectangular plate anchors in normally consolidated clays. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, (in press for Dec 2011).

194. Zhou, H. and Randolph, M.F. (2011) Effect of shaft on resistance of a ball penetrometer. Géotechnique, 61(11) 973-981.

193. Hossain, M.S., Randolph, M.F. and Saunier, Y.N. (2011) Exploring spudcan deep penetration in multi-layered fine-grained soils. Int. J. of Physical Modelling in Geotechnics, 11(3) 100-115.

192. Yan, Y., White, D.J. and Randolph, M.F. (2011) Penetration resistance and stiffness factors in uniform clay for hemispherical and toroidal penetrometers. Int. J. of Geomechanics, ASCE, 11(4) 263-275.

191. Tarasov, B. and Randolph, M.F. (2011) Superbrittleness of rocks and earthquake activity. Int. J. of Rock Mechanics and Mining Science, 48(6) 888-898.

190. Low, H.E., Randolph, M.F., Lunne, T., Andersen, K.H. and Sjursen, M.A. (2011) Effect of soil characteristics on relative values of piezocone, T-bar and ball penetration resistances. Géotechnique, 61(8) 651-664.

189. Zhang, C., White, D.J., Randolph, M.F. (2011) Centrifuge modelling of the cyclic lateral response of a rigid pile in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(7) 717-729.

188. Low, H.E., Landon, M.M., Randolph, M.F. and DeGroot, D.J. (2011) Geotechnical characterisation and engineering properties of Burswood clay. Géotechnique, 61(7) 575-591.

187. Lee, J. and Randolph, M.F. (2011) Penetrometer based assessment of spudcan penetration resistance. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(6) 587-596.

186. Zhu, H. and Randolph, M.F. (2011) Numerical analysis of a cylinder moving through rate-dependent soils. Ocean Engineering, 38(7) 943-953.

185. Randolph, M.F., Gaudin, C., Gourvenec, S.M., White, D.J., Boylan, N. and Cassidy, M.J. (2011) Recent advances in offshore geotechnics for deepwater oil and gas developments. Invited state-of-the-art paper, Ocean Engineering, 38(7) 818-834.

184. Lunne, T., Andersen, K.H., Low, H.E., Sjursen, M., Li, X. and Randolph, M.F. (2011) Guidelines for offshore in situ testing and interpretation in deep water soft soils, Canadian Geotechnical J., 48(6) 543-556.

183. Hossain, M.S. and Randolph, M.F. (2011) Closure discussion of “Deep-penetrating spudcan foundations on layered clays”, Géotechnique, 61(1) 86-7.

182. Acosta-Martinez, H.E., Gourvenec, S.M. and Randolph, M.F. (2010) Effect of gapping on the transient and sustained uplift capacity of a shallow skirted foundation in clay. Soils and Foundations, 50(5) 725-735.

181. Low, H.E. and Randolph, M.F. (2010) Strength measurement for near seabed surface soft soil, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(11) 1565-1573.

180. Wang, D, White, D.J. and Randolph, M.F. (2010) Large deformation finite element analysis of pipe penetration and large-amplitude lateral displacement. Canadian Geotechnical J., 47(8) 842-856.

179. Low, H.E., Lunne, T., Andersen, K.H., Sjursen, M.A., Li, X. and Randolph, M.F. (2010) Estimation of intact and remoulded undrained shear strength from penetration tests in soft clays. Géotechnique, 60(11) 843-859.

178. Westgate, Z., Randolph, M.F., White, D.J. and Li, S. (2010) The influence of seastate on as-laid pipeline embedment: a case study. Applied Ocean Research, 32(4) 321-331.

177. Zhu, H. and Randolph, M.F. (2010) Large deformation finite element analysis of submarine landslide interaction with embedded pipelines. Int. J. of Geomechanics, ASCE, 10(4) 145-152.

176. Osman, A.S. and Randolph, M.F. (2010) Response of a solid infinite cylinder embedded in a poroelastic medium and subjected to a lateral load. Int. J. of Solids and Structures, 47, 2414-2424.

175. Randolph, M.F., Seo, D. and White, D.J. (2010) Parametric solutions for slide impact on pipelines. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(7) 940-949.

174. DeJong, J.T., Yafrate, N.J., DeGroot, D.J., Low, H.E. and Randolph, M.F. (2010) Recommended practice for full flow penetrometer testing and analysis. Geotechnical Testing J., ASTM, 33(2) DOI: 10.1520/ GTJ102468.

173. Hossain, M.S. and Randolph, M.F. (2010) Deep-penetrating spudcan foundations on layered clays: Numerical analysis. Géotechnique, 60(3) 171-184.

172. Hossain, M.S. and Randolph, M.F. (2010) Deep-penetrating spudcan foundations on layered clays: Centrifuge tests. Géotechnique, 60(3) 157-170.

171. Wang, D, Hu, Y. and Randolph, M.F. (2010) Three-dimensional large deformation finite element analysis of plate anchors in uniform clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(2) 355-365.

170. Gourvenec, S.M. and Randolph, M.F. (2010) Consolidation beneath circular skirted foundations. Int. J. of Geomechanics, ASCE, 10(1) 22-29.

169. Alves, A.M.L., Lopes, F.R., Randolph, M.F. and Danziger, B.R. (2009) Investigations on the dynamic behavior of a small diameter pile driven in soft clay, Canadian Geotechnical Journal, 46(12) 1418-1430.

168. Zhou, H. and Randolph, M.F. (2009) Numerical investigations into cycling of full-flow penetrometers in soft clay. Géotechnique, 59(10) 801-812.

167. Gourvenec, S.M., Acosta-Martinez, H.E. and Randolph, M.F. (2009) Experimental study of uplift resistance of shallow skirted foundations in clay under transient and sustained concentric loading. Géotechnique, 59(6) 525-537.

166. Song, Z., Hu, Y., O’Loughlin, C. and Randolph, M.F. (2009) Loss in anchor embedment during plate anchor keying in clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(10) 1475-1485.

165. Hossain, M.S. and Randolph, M.F. (2009) New mechanism-based design approach for spudcan foundations on single layer clay. J. of Geotech. and Geoenvironmental Eng., ASCE, 135(9) 1264-1274.

164. Yafrate, N., DeJong, J., DeGroot, D. and Randolph, M.F. (2009) Evaluation of remolded shear strength and sensitivity of soft clay using full flow penetrometers. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(9) 1179-1189.

163. Merifield, R.S., White, D.J. and Randolph, M.F. (2009) The effect of surface heave on the response of partially-embedded pipelines on clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(6) 819-829.

162. Hossain, M.S. and Randolph, M.F. (2009) Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay. Int. Journal of Geomechanics, ASCE, 9(3) 122-132.

161. Chen, W., Zhou, H. and Randolph, M.F. (2009) Effect of installation methods on external shaft friction of caissons in soft clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(5) 605-615.

160. Richardson, M.D., O’Loughlin, C.D., Randolph, M.F. and Gaudin, C. (2009) Setup following installation of dynamic anchors in normally consolidated clay. J. of Geotech. and GeoEnvironmental Eng., ASCE, 135(4) 487-496.

159. Zhou, H. and Randolph, M.F. (2009) Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. Géotechnique, 59(2) 79-86.

158. Tran, M.N. and Randolph, M.F. (2009) Closure discussion of “Variation of suction pressure during caisson installation in sand “, Géotechnique, 59(1) 74

157. Lehane, B.M., O’Loughlin, C.D., Gaudin, C. and Randolph, M.F. (2009) Rate effects on penetrometer resistance in kaolin. Géotechnique, 59(1) 41-52.

156. Yamamoto, N., Randolph, M.F. and Einav, I. (2009) A numerical study of the effect of foundation size for a wide range of sands, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(1) 37-45.

155. Senders, M. and Randolph, M.F. (2009) CPT-based method for the installation of suction caissons in sand. J. of Geotech. and GeoEnvironmental Eng., ASCE, 135(1) 14-25.

154. Klar, A. and Randolph, M.F. (2008) Upper bound and load displacement solutions for laterally loaded piles in clay based on energy minimisation. Géotechnique, 58(10) 815-820.

153. Teh, K.L., Cassidy, M.J., Leung, C.F., Chow Y.K., Randolph, M.F. and Quah, M. (2008) Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlaying clay. Géotechnique, 58(10) 793-804.

152. Schneider, J.A., Randolph, M.F., Mayne, P.W. and Ramsey, N.R. (2008) Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(11) 1569-1586.

151. Yamamoto, N., Randolph, M.F. and Einav, I. (2008) Simple formulae for the response of shallow foundations on compressible sands. Int. J. for Geomechanics, ASCE, 8(4) 230-239.

150. Merifield, R.S., White, D.J. and Randolph, M.F. (2008) The ultimate undrained resistance of partially-embedded pipelines. Géotechnique, 58(6) 461-470.

149. Mohamedelhassan, E., Shang, J.Q., Ismail, M.A. and Randolph, M.F. (2008) Electrochemical stabilization for offshore caissons with two electrode configurations, Ground Improvement, ICE, 161(GI3), 131-141.

148. Song, Z., Hu, Y. and Randolph, M.F. (2008) Continuous vertical pullout of plate anchors in clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(6) 866-875.

147. Acosta-Martinez, H.E., Gourvenec, S.M. and Randolph, M.F. (2008) An experimental investigation of a shallow skirted foundation under compression and tension. Soils and Foundations, 48(2) 247-254.

146. Randolph, M.F. and White, D.J. (2008) Upper bound yield envelopes for pipelines at shallow embedment in clay. Géotechnique, 58(4) 297-301.

145. Chung, S.F., Randolph, M.F. and Schneider, J.A. (2008) Closure discussion of “Effect of penetration rate on penetrometer resistance in clay”. J. of Geotechnical and GeoEnvironmental Eng, ASCE, 134(4) 552-553.

144. Rittirong, A., Shang, J.Q., Ismail, M.A. and Randolph, M.F. (2008) Effects of electrode configuration on electrochemical stabilization for caisson anchors in calcareous sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(3) 352-365.

143. Tran, M.N. and Randolph, M.F. (2008) Variation of suction pressure during caisson installation in sand, Géotechnique, 58(1) 1-11.

142. Tarasov, B,G, and Randolph, M.F. (2008) Frictionless shear at great depth and other paradoxes of hard rocks. Int. J. of Rock Mechanics and Mining Science, 45(3) 316-328.

141. Guo, W.D., Chow, Y.K. and Randolph, M.F. (2007) Torsional piles in two-layered non-homogenous soil. Int. J. for Geomechanics, ASCE, 7(6) 410-422.

140. Chen, W. and Randolph, M.F. (2007) Uplift capacity of suction caissons under sustained and cyclic loading in soft clay. J. of Geotechnical and GeoEnvironmental Eng, ASCE, 133(11) 1352-1363.

139. Tran, M. N., Randolph, M.F. and Airey, D.W. (2007) Installation of suction caissons in sand with silt layers, J. of Geotech. and GeoEnvironmental Eng., ASCE, 133(10) 1183-1191.

138. White, D.J. and Randolph, M.F. (2007) Seabed characterisation and models for pipeline-soil interaction. Int. J. of Offshore and Polar Engineering, 17(3) 193-204.

137. Chen, W. and Randolph, M.F. (2007) External radial stress changes and axial capacity for suction caissons in soft clay. Géotechnique, 57(6) 499-511.

136. Zhou, H. and Randolph, M.F. (2007) Computational techniques and shear band development for cylindrical and spherical penetrometers in strain-softening clay. Int. J. for Geomechanics, ASCE, 7(4) 287-295.

135. Levy, N., Einav, I. and Randolph, M.F. (2007) Effect of recent load history on laterally loaded piles in normally consolidated clay, Int. J. for Geomechanics, ASCE, 7(4) 277-286.

134. Garnier J., Gaudin C., Springman S.M., Culligan P.J., Goodings D., Konig D., Kutter B., Phillips R., Randolph M.F., Thorel L. (2007) Catalogue of scaling laws and similitude questions in centrifuge modelling. International Journal of Physical Modelling in Geotechnics. Vol. 7, No 3, pp. 1-24.

133. Chen, W. and Randolph, M.F. (2007) Measuring radial total stresses on model suction caissons in clay. ASTM Geotechnical Testing Journal, 30(2) 19-28 (Paper GJT100262).

132. Rittirong, A., Shang, J.Q., Ismail, M.A. and Randolph, M.F. (2007) Effect of electric field intensity on electro-cementation of caissons in calcareous sand, Int. J. of Offshore and Polar Engineering, 17(1) 74-79.

131. Gaudin, C., Vlahos, G., Randolph, M.F. & Colwill, R.D. (2007) Investigation in centrifuge of anchor-pipeline interaction. Int. J. of Offshore and Polar Engineering, 17(1) 67-73.

130. Cassidy, M.J., Randolph, M.F. and Byrne, B. (2007) A plasticity model describing caisson behaviour in clay. Applied Ocean Research, 28(5) 345-358.

129. Zhou, H. and Randolph, M.F. (2006) Large deformation analysis of suction caisson installation in clay. Canadian Geotechnical Journal, 43(12) 1344-1357.

128. Randolph, M.F. and Andersen, K.H. (2006) Numerical analysis of T-bar penetration in soft clay. Int. J. of Geomechanics, 6(6) 411-420.

127. Chung, S.F., Randolph, M.F. and Schneider, J.A. (2006) Effect of penetration rate on penetrometer resistance in clay. J. of Geotechnical and GeoEnvironmental Eng, ASCE, 132(9) 1188-1196.

126. Einav, I. and Randolph, M.F. (2006) Effect of strain rate on mobilised strength and thickness of curved shear bands. Géotechnique, 56(7) 501-504.

125. Gaudin, C., Watson, P.G. and Randolph, M.F. (2006) Centrifuge testing of offshore filters, ASTM Geotechnical Testing Journal, 29(4) (10.1520/GTJ100200) .

124. Gaudin. C., O’Loughlin, C.D., Randolph, M.F. and Lowmass, A. (2006) Influence of the installation process on the performance of suction embedded plate anchors. Géotechnique 56(6) 381-391.

123. Martin, C.M. and Randolph, M.F. (2006) Upper bound analysis of lateral pile capacity in cohesive soil. Géotechnique, 56(2) 141-145.

122. Gourvenec S.M., Randolph M.F. and Kingsnorth, O. (2006) Undrained bearing capacity of square and rectangular footings. Int. J. of Geomechanics, ASCE, 6(3) 147-157.

121. DeJong, J.T., White, D.J. and Randolph, M.F. (2006) Microscale evolution of soil-structure interface behaviour during CNS cyclic shearing using PIV. Soils & Foundations, 46(1) 15-28.

120. Hossain, M.S., Hu, Y., Randolph, M.F. and White, D.J. (2005) Limiting cavity depth for spudcan foundations penetrating uniform clay. Géotechnique, 55(9) 679-690.

119. White, D., Randolph, M.F. and Thompson, B. (2005) An image-based deformation measurement system for the geotechnical centrifuge. Int. J. of Physical Modelling in Geotechnics, 5(3) 1-12.

118. Einav, I. and Randolph, M.F. (2005) Combining upper bound and strain path methods for evaluating penetration resistance. Int. J. Numerical Methods in Engineering, 63(14) 1991-2016.

117. Mohamedelhassan, E., Shang, J.Q., Ismail, M.A. and Randolph, M.F. (2005) Electrochemical cementation of calcareous sand for offshore foundations, Int. J. of Offshore and Polar Engineering, 15(1) 71-79.

116. Ismail, M.A. and Randolph, M.F. (2005) Membrane pseudo anisotropy in cemented granular soils, Soils and Foundations, 45(3) 39-50.

115. Lu Q., Randolph M.F., Hu Y. and Bugarski I.C. (2004) A numerical study of cone penetration in clay, Géotechnique, 54(4) 257-267.

114. Cassidy, M.J., Byrne, B.W. and Randolph, M.F. (2004) A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Géotechnique, 54(2) 91-106.

113. Reul, O. & Randolph, M.F. (2004) Design strategies for piled rafts subjected to non-uniform vertical loading. J. Geotech. and Geoenv. Eng. Div, ASCE, 130(1) 1-13.

112. Randolph, M.F. (2003) 43rd Rankine Lecture: Science and empiricism in pile foundation design. Géotechnique, 53(10) 847-875.

111. Randolph, M.F. and Puzrin, A.M. (2003) Upper bound limit analysis of circular foundations on clay under general loading. Géotechnique, 53(9) 785-796.

110. Byrne, B. and Randolph, M.F. (2003) Seasonal variations in the performance of driven piles in sand. Australian Geomechanics, 38(3) 159-170.

109. DeJong, J.T., Randolph, M.F. and White, D.J. (2003) Interface load transfer degradation during cyclic loading: a microscale investigation. Soils and Foundations, 43(4) 81-94.

108. Gourvenec S.M. and Randolph M.F. (2003) Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. Géotechnique, Vol. 53, No. 6, pp 575-586.

107. Puzrin, A.M. and Randolph, M.F. (2003) New planar velocity fields for upper bound limit analysis. Int. J. Solids and Structures, 40(13-14), 3603-3619.

106. Reul, O. and Randolph, M.F. (2003) Piled rafts in overconsolidated clay – Comparison of in-situ measurements and numerical analyses. Géotechnique, 53(3) 301-315.

105. O’Neill M.P., Bransby M.F. and Randolph M.F. (2003) Drag anchor fluke-soil interaction in clay. Canadian Geotechnical Journal, Vol 40, No. 1, pp 78-94.

104. Puzrin A.M. and Randolph M.F. (2003) Generalised framework for 3-dimensional upper bound limit analysis. Journal of Applied Mechanics, ASME, Vol. 70, No. 1, pp 91-100.

103. Hu Y. and Randolph M.F. (2002) Bearing capacity of caisson foundations on normally consolidated clay. Soils and Foundations, Vol. 42, No. 5, pp 71-77.

102. Ismail M., Joer H.A., Randolph M.F. and Meritt A. (2002) Cementation of porous materials using calcite. Géotechnique, Vol. 52, No. 5, pp 313-324.

101. Ismail M., Joer H.A., Sim S.W. and Randolph M.F. (2002) Influence of type of cement on shearing behaviour of lithified calcareous soil, J. Geotech Eng. Div, ASCE, Vol. 128, No 6, pp 520-529.

100. Zhang J., Stewart D. P. and Randolph M. F. (2002) Kinematic hardening model for pipeline-soil interaction under various loading conditions. Int. J. of Geomechanics, Vol. 2, No. 4: 419-446.

99. Zhang J., Stewart D. P. and Randolph M. F. (2002) Vertical load-displacement response of untrenched offshore pipelines on calcareous sand. Int. J. of Offshore and Polar Engineering, Vol. 12, No ., pp 74-80.

98. Zhang J., Stewart D.P. and Randolph M.F. (2002) Modelling of shallowly embedded offshore pipelines in calcareous sand . J. Geotech Eng. Div, ASCE, Vol. 128, No 5, pp 363-371.

97. Randolph M.F. (2002) Foundation and anchoring systems in soft sediments. XVII Manuel Rocha Lecture, Geotecnia, Vol. 94, Mar: 02, pp 7-33.

96. Lehane B.M. and Randolph M.F. (2002) Evaluation of a minimum base resistance for driven pipe piles in siliceous sand. J. Geotech Eng. Div, ASCE, Vol. 128, No. 3, pp 198-205.

95. House, A.R., Oliveira, J.R.M.S. and Randolph, M.F. (2001) Evaluating the coefficient of consolidation using penetration tests. Int. J. of Physical Modelling in Geotechnics, Vol. 1, No. 3, pp. 17-25.

94. O’Neill, M.P. and Randolph, M.F. (2001) Modelling drag anchors in a drum centrifuge. Int. J. of Physical Modelling in Geotechnics, Vol. 1, No. 2, pp. 29-41.

93. Liyanapathirana D.S., Deeks A.J. and Randolph M.F. (2001) Numerical modelling of the driving response of thin-walled open-ended piles. Int. J. Num. & Anal. Methods in Geomechanics, Vol. 25, No. 9, pp 933-953.

92. Salgado R. and Randolph M.F. (2001) Analysis of cavity expansion in sand. Int. J. of Geomechanics, Vol. 1, No. 2, pp 175-192.

91. Zhang J, Stewart D.P. and Randolph M.F. (2001) Centrifuge modelling of drained behaviour of pipelines shallowly embedded in calcareous sand. Int. J. for Physical Modelling in Geotechnics, Vol. 1, No. 1, pp 25-39.

90. Randolph M.F. and House A.R. (2001) The complementary roles of physical and computational modelling. Int. J. of Physical Modelling in Geotechnics, Vol. 1, No. 1, pp 1-8.

89. Dyson G.J. and Randolph M.F. (2001) Monotonic lateral loading of piles in calcareous sediments. J. Geotech Eng. Div, ASCE, Vol. 127, No. 4, pp 346-352.

88. Puzrin A.M. and Randolph M.F. (2001) On the superposition of plastically dissipated work in upper bound limit analysis. Proc. Royal Soc. London: Maths, Phys., Engng Sciences, Vol 457, pp 567-586.

87. Liyanapathirana D.S., Deeks A.J. and Randolph M.F. (2000) Numerical modelling of large deformations associated with driving of open-ended piles. Int. J. Num. & Anal. Methods in Geomechanics, Vol. 24, No. 14, pp. 1079-1101.

86. Randolph M.F., Martin C.M. and Hu Y. (2000) Limiting resistance of a spherical penetrometer in cohesive material. Géotechnique, Vol. 50, No. 5, pp 573-582.

85. Liyanapathirana D.S., Deeks A.J. and Randolph M.F. (2000) Application of stress-smoothing methods to a finite element pile driving analysis. Int. J. for Computer-Aided Engineering and Software, Vol. 17, No. 2, pp. 218-234.

84. Ismail M., Joer H.A. and Randolph M.F. (2000) Sample preparation technique for artificially cemented soils, ASTM Geotechnical Testing Journal, Vol. 23, No. 2, pp. 171-177.

83. Bruno D. and Randolph M.F. (1999) Dynamic and static load testing of model piles driven into dense sand. J. Geot. Eng, Div, ASCE, Vol. 125, No. 11, pp. 988-998.

82. Hu Y., Randolph M.F. and Watson P.G. (1999) Bearing response of skirted foundations on non-homogeneous soil. J. Geot. Eng. Div., ASCE, Vol. 125, No. 11, pp. 924-935.

81. Take A., Valsangkar A.J. and Randolph M.F. (1999) Analytical solution for pile drivability assessment. Computers and Geotechnics, Vol. 25, No. 2, pp. 57-74.

80. Bransby M.F. and Randolph M.F. (1999) The effect of skirted foundation shape on response to combined V – M – H loadings. Int. J. Of Offshore and Polar Engineering, Vol. 9, No. 3, pp 214-218.

79. Bransby M.F. and Randolph M.F. (1999) The effect of embedment depth on the response of skirted foundations to combined loading. Soils and Foundations, Vol. 39, No. 4, 19-34.

78. De Nicola A. and Randolph M.F. (1999) Centrifuge modelling of pipe piles in sand under axial loads. Géotechnique, Vol. 49, No. 3, pp 295-318.

77. Guo W.D. and Randolph M.F. (1999) An efficient approach for settlement prediction of pile groups. Géotechnique, Vol. 49, No. 2, pp. 161-179.

76. Horikoshi K. and Randolph M.F. (1999) Estimation of piled raft stiffness. Soils and Foundations, Vol. 39, No. 2, pp 59-68.

75. O’Neill M.P., Randolph M.F. and House A. (1998) The behaviour of drag anchors in layered soils. Proc. Int. J. for Offshore and Polar Engineering, 9(1) 73-78.

74. Randolph M.F. (1998) Modelling of offshore foundations: Part 2 – Anchoring systems. EH Davis Memorial Lecture, Australian Geomechanics, No. 33, Part 3, pp 3-15.

73. Guo W.D. and Randolph M.F. (1998) Rationality of load transfer approach for pile analysis. Computers and Geotechnics, Vol. 23, No. 1, pp 85-112.

72. Hu Y. and Randolph M.F. (1998) H-adaptive FE analysis of elasto-plastic non-homogeneous soil with large deformation. Computers and Geotechnics, Vol. 23, No. 1, pp 61-83.

71. Bransby M.F. and Randolph M.F. (1998) Combined loading of skirted foundations. Géotechnique, Vol. 48, No. 5, pp 637-655.

70. Joer H.A., Randolph M.F. and Gunasena U. (1998) Experimental modelling of the shaft capacity of grouted driven piles. ASTM Geotechnical Testing Journal, Vol. 21, No. 3, pp 159-168.

69. Randolph M.F. (1998) Modelling of offshore foundations: Part 1 – Bearing capacity. EH Davis Memorial Lecture, Australian Geomechanics, No. 33, Part 2, pp 5-22.

68. Watson P.G. and Randolph M.F. (1998) Failure envelopes for caisson foundations in calcareous sediments. Applied Ocean Research, Vol. 20, pp 83-94.

67. Watson P.G. and Randolph M.F. (1998) Skirted foundations in calcareous soil. Geotechnical Engineering, ICE, Vol. 131, July, pp. 171-179.

66. Horikoshi K. and Randolph M.F. (1998) A contribution to optimum design of piled rafts. Géotechnique, Vol 48, No. 3, pp 301-317.

65. Hu Y. and Randolph M.F. (1998) A practical numerical approach for large deformation problems in soil. Int. J. Num. & Anal. Methods in Geomechanics, Vol. 22, No. 5, pp 327-350.

64. Liyanapathirana D.S., Deeks A.J. and Randolph M.F. (1998) Numerical analysis of soil plug behaviour inside open-ended piles during driving. Int. J. Num. & Anal. Methods in Geomechanics, Vol. 22, No. 4, pp 303-322.

63. Hu Y. and Randolph M.F. (1998) Deep penetration of shallow foundations on non-homogeneous soil. Soils and Foundations, Vol. 38, No. 1, pp 241-246.

62. Horikoshi K. and Randolph M.F. (1997) On the definition of raft-soil stiffness ratio. Géotechnique, Vol. 47, No. 5, pp 1055-1061.

61. Guo W.D. and Randolph M.F. (1997) Vertically loaded piles in non-homogeneous media. Int. J. Num. & Anal. Methods in Geomechanics, Vol. 21, No. 8, pp 507-532.

60. De Nicola A. and Randolph M.F. (1997) The plugging behaviour of driven and jacked piles in sand. Géotechnique, Vol. 47, No. 4, pp 841-856.

59. Guo W.D. and Randolph M.F. (1996) Torsional piles in non-homogeneous media. Computers and Geotechnics, Vol. 19, No. 4, pp 265-287.

58. Horikoshi K. and Randolph M.F. (1996) Centrifuge modelling of piled raft foundations on clay. Géotechnique, Vol. 46, No. 4, pp 741-752.

57. Neubecker S.R. and Randolph M.F. (1996) The kinematic behaviour of drag anchors in sand. Canadian Geotechnical Journal, Vol. 33, No. 4, pp 584-594.

56. Neubecker S.R. and Randolph M.F. (1996) The static equilibrium of drag anchors in sand. Canadian Geotechnical Journal, Vol. 33, No. 4, pp 574-583.

55. Clancy P. and Randolph M.F. (1996) Simple design tools for piled raft foundations. Géotechnique, Vol 46, No. 2, pp 313-328.

54. Neubecker S.R. and Randolph M.F. (1996) The performance of drag anchors and chain systems in cohesive soil. Marine Georesources and Geotechnology, Vol. 14, pp 77-96.

53. Neubecker S.R. and Randolph M.F. (1995) Profile and frictional capacity of embedded anchor chain. J. Geot. Eng. Div., ASCE, Vol 121, No. 11, pp 787-803.

52. De Nicola A. and Randolph M.F. (1995) Closure discussion of ‘Tensile and compressive shaft capacity of piles in sand. J. Geot. Eng. Div., ASCE, Vol. 121, No. 6, pp 404-405.

51. Deeks A.J. and Randolph M.F. (1995) A simple model for inelastic footing response to transient loading. Int. J. Num. & Anal. Meth. in Geom., Vol. 19, No. 5, pp 307-329.

50. Stewart D.P. and Randolph M.F. (1994) T-Bar penetration testing in soft clay. J. Geot. Eng. Div., ASCE, Vol. 120, No. 12, pp 2230-2235.

49. Randolph M.F., Dolwin J. and Beck R.D. (1994) Design of driven piles in sand. Géotechnique, Vol. 44, No. 3, pp 427-448.

48. Stewart D.P., Jewell R.J. and Randolph M.F. (1994) Design of piled bridge abutments on soft clay for loading from lateral soil movements. Géotechnique, Vol 44, No. 2, pp 277-296.

47. Stone K.J.L., Randolph M.F. and Sales A.A. (1994) Centrifuge testing to assess consolidation behaviour of mine tailings. Australian Geomechanics, No. 25, pp 80-86.

46. Stewart D.P., Jewell R.J. and Randolph M.F. (1994) Physical modelling of piled bridge abutments on soft ground. Soils and Foundations, Vol 34, No. 1, pp 41-51.

45. Stone K.J.L., Randolph M.F., Toh S.H. and Sales A.A. (1994) Evaluation of the consolidation characteristics of mine tailings. J. Geot. Eng. Div., ASCE, Vol. 120, No. 3, pp 473-490.

44. Deeks A.J. and Randolph M.F. (1994) Axisymmetric dynamic time

domain boundaries. Journal of Engineering Mechanics, ASCE, Vol. 120,

No. 1, pp 25-41.

43. Leong E.C. and Randolph M.F. (1994) Finite element modelling of

rock-socketed piles. Int J. Num. and Anal. Methods in Geomechanics,

Vol. 18, No. 1, pp 25-47.

42. Randolph M.F. (1993) Pile capacity in sand – the critical depth

myth. Australian Geomechanics, Vol. 24, pp 30-34.

41. De Nicola A. and Randolph M.F. (1993) Tensile and compressive

shaft capacity of piles in sand. J. Geot. Eng. Div., ASCE, Vol. 119,

No. 12, pp 1952-1973.

40. Stewart D.P., Jewell R.J. and Randolph M.F. (1993) Numerical

modelling of piled bridge abutments on soft ground. Computers and

Geotechnics, Vol. 15, No. 1, pp 21-46.

39. Clancy P. and Randolph M.F. (1993) An approximate analysis

procedure for piled raft foundations. Int J. Num. and Anal. Methods in

Geomechanics, Vol. 17, No 12, pp 849-869.

38. Deeks A.J. and Randolph M.F. (1993) Analytical modelling of

hammer impact for pile driving. Int. J. Numerical and Analytical

Methods in Geomechanics, Vol 17, No. 5, pp 279-302.

37. Toh S.H. and Randolph M.F. (1992) Rehabilitation of mineral

sands tailings. Geotechnical Engineering, Vol. 23, No. 2.

36. Leong E.C. and Randolph M.F. (1992) A model for rock

interfacial behaviour. Rock Mechanics and Rock Engineering, Vol. 25,

No. 3, pp 187-206.

35. Randolph M.F., May M., Leong E.C., Hyden A.M. and Murff J.D.

(1992) Soil plug response in open ended pipe piles. J. Geot. Eng.

Div., ASCE, Vol. 118, No. GT5, pp 743-759.

34. Randolph M.F., Leong E.C. and Houlsby G.T. (1991) One

dimensional analysis of soil plugs in pipe piles. Géotechnique,

Vol 41, No. 4, pp 587-598.

33. Leong E.C. and Randolph M.F. (1991) Finite element analyses of

soil plug response. Int. J. of Num. and Anal. Methods in Geomechanics,

Vol. 15, No. 2, pp 121-141.

32. Fahey M., Finnie I., Hensley P.J., Jewell R.J., Randolph M.F.,

Stewart D.P., Stone K.J.L., Toh S.h. and Windsor C.S. (1990)

Geotechnical centrifuge modelling at the University of Western

Australia. Australian Geomechanics, Vol. 19, pp 33-49.

31. Randolph M.F. and Simons H.A. (1989) Discussion on Rational wave equation model for piledriving analysis. by

S.L. Lee, Y.K. Chow, G.P. Karunaratne and K.Y. Wong, J. Geot. Eng. Div., ASCE, Vol. 115, No. GT8, pp 1191-1195.

30. Murff J.D., Wagner D.A. and Randolph M.F. (1989) Pipe penetration in cohesive soil. Géotechnique, Vol. 39, No. 2, pp

213-229.

29. Hewlett W.J. and Randolph M.F. (1988) Analysis of piled

embankments. Ground Engineering, Vol. 22, No. 3, pp 12-18.

28. Randolph M.F. and Chua B.H. (1987) Discussion of ‘Stress wave

monitoring for a friction pile during driving: A new analysis

procedure’ by Y.Nishida, H.Sekiguchi and T.Matsumoto, Soils and

Foundations, Vol. 27, No. 4, pp 157-160.

27. Simons H.A. and Randolph M.F. (1987) Discussion of ‘Dynamic

determination of pile capacity’ by F.Rausche, G.G.Goble and

G.E.Likins, J. Geot. Eng. Div., ASCE, Vol. 113, No. GT9, pp

1060-1062.

26. Simons H.A. and Randolph M.F. (1986) Comparison of transmitting

boundaries in dynamic finite element analyses using explicit time

integration. Int. J. Num. and Anal. Methods in Geomechanics, Vol 10,

No 3, pp 329-342.

25. Randolph M.F. and Houlsby G.T. (1984) The limiting pressure on

a circular pile loaded laterally in cohesive soil.

Géotechnique, Vol 34, No 4, pp 613-623.

24. Booker J.R. and Randolph M.F. (1984) Consolidation of a cross-

anisotropic soil medium. Q. J. Mech. Appl. Math., Vol 37, No 3, pp

479-495.

23. Fahey M. and Randolph M.F. (1984) Effect of disturbance on

parameters derived from self boring pressuremeter tests in sand.

Géotechnique, Vol 34, No 1, pp 81-97.

22. Sloan S.W. and Randolph M.F. (1983) Automatic element

reordering for finite element analysis with frontal solution schemes.

Int. J. for Num. Methods in Eng., Vol 19, No 8, pp 1153-1181.

21. Randolph M.F. (1983) Settlement considerations in the design of

axially loaded piles. Ground Engineering, Vol 16, No 4, pp 28-32.

20. Randolph M.F. (1983) Discussion of ‘Uplift of rigid vertical

piles in frozen sand’ by H.B.Pooroshasb and V.R.Parameswaran, Soils

and Foundations, Vol. 23, No. 1, pp 157-160.

19. Poulos H.G. and Randolph M.F. (1983) Pile group analysis: a

study of two methods. J. of Geot. Eng., ASCE, Vol 109, No 3, pp

355-372.

18. Randolph M.F. (1983) Discussion of ‘The influence of shaft

length on pile load capacity in clays’ by H.G.Poulos,

Géotechnique, Vol. 33, No. 1, pp 75-76.

17. Randolph M.F. and Wroth C.P. (1982) Recent developments in

understanding the axial capacity of piles in clay. – Ground Engng, Vol

15, No 7, pp 17-25, 32.

16. Sloan S.W. and Randolph M.F. (1982) Numerical prediction of

collapse loads using finite element methods. Int. J. Num. and Anal.

Methods in Geomechanics, Vol 6, No 1, pp 47-76.

15. Randolph M.F. (1981) Piles subjected to torsion. J. of the

Geot. Eng. Div., ASCE, Vol 107, No GT8, pp 1095-1111.

14. Randolph M.F. (1981) The response of flexible piles to lateral

loading. Géotechnique, Vol 31, No 2, pp 247-259.

13. Randolph M.F. and Wroth C.P. (1981) Application of the failure

state in undrained simple shear to the shaft capacity of driven piles.

Géotechnique, Vol 31, No 1, pp 143-157.

12. Randolph M.F. (1980) Discussion of ‘The behaviour of axially

and laterally loaded single piles embedded in non homogeneous soils’

by P.K.Banerjee and T.G.Davies, Géotechnique, Vol. 30, No. 1,

pp 88-89

11. Randolph M.F. and Wroth C.P. (1979) An analysis of the vertical

deformation of pile groups. Géotechnique, Vol 29, No 4, pp

423-439.

10. Randolph M.F., Carter J.P. and Wroth C.P. (1979) Driven piles

in clay – the effects of installation and subsequent consolidation.

Géotechnique, Vol 29, No 4, pp 361-393.

9. Carter J.P. and Randolph M.F. (1979) Discussion of ‘New aspects

of soil fracturing in clay’ by K.R.Massarsch, J. Geot. Eng. Div.,

ASCE, Vol. 105, No. GT8, pp 993-995.

8. Carter J.P., Randolph M.F. and Wroth C.P. (1979) Stress and pore

pressure changes in clay during and after the expansion of a

cylindrical cavity. Int. J. Num. and Anal. Methods in Geomechanics,

Vol 3, No 4, pp 305-322.

7. Randolph, M.F. and Wroth, C.P. (1979) An analytical solution for

the consolidation around a driven pile. Int. J. Num. and Anal. Methods

in Geomechanics, 3(3) 217-229.

6. Randolph M.F. and Carter J.P. (1979) Discussion of ‘Effects of

driving and subsequent consolidation on behaviour of piles’ by

C.S.Desai, Int. J. Num. and Anal. Methods in Geomechanics, 3(2)

213-215.

5. Randolph M.F. and Wroth C.P. (1978) Analysis of deformation of

vertically loaded piles. J. of the Geot. Eng. Div., ASCE, Vol 104, No

GT12, pp 1465-1488.

4. Marsland A. and Randolph M.F. (1978) A study of the variation

and effects of water pressures in the pervious strata underlying

Crayford Marshes. Géotechnique, Vol 28, No 4, pp 435-464

3. Zytynski M., Randolph M.F., Nova R. and Wroth C.P. (1978) On

modelling the unloading-reloading behaviour of soils. Int. J. Num.

Anal. Methods in Geomechanics, Vol 2, No 1, pp 87-94.

2. Marsland A. and Randolph M.F. (1977) Comparison of the results

from pressuremeter tests and large in situ plate tests in London clay.

Géotechnique, Vol 27, No 2, pp 217-243.

1. Randolph M.F. and Lightfoot E. (1975) Analysis of strain gauge

data from thin-walled structural members subjected to eccentric

longitudinal loading. J. of Strain Analysis, Vol 10, No 2, pp

104-110.