WANG J H,Li C,MORAN K.Cyclic undrained behavior of soft clays and cyclic bearing capacity of a single bucketfoundation[C]∥Proceedings of 15th International Offshore and Polar Engineering Conference,Seoul:Korea,2005,2:377-383.
[2]
ANDERSEN K H,MURFF J D,RANDOLPH M F,et al.Suction anchors for deepwater applications[C]∥Proceedings ofthe First International Symposium on Frontiers in Offshore Geotechnics,Perth:Australia,2005:3-30.
[3]
BONIN J P,DELEUIL G,ZALESKI-ZAMENHOF L C.Foundation analysis of marine gravity structures submitted tocyclic loading[C]∥Offshore Technology Conference,Houston:Texas,1976:571-579.
[4]
范庆来.软土地基上深埋式大圆筒结构稳定性研究[D].大连:大连理工大学土木水利学院,2007.FAN Qing-lai.A study on stability of deeply-embedded large-diameter cylindrical structure in soft ground[D].Dalian:School of Civil and Hydraulic Engineering of Dalian University of Technology,2007.(in Chinese)
[5]
范庆来,栾茂田,杨庆,等.考虑循环软化效应的软基上深埋大圆筒结构承载力分析[J].大连理工大学学报,2006(5):702-706.FAN Qing-lai,LUAN Mao-tian,YANG Qing,et al.Analyses of bearing capacity for deeply-buried large-diametercylindrical structure on soft clay considering cyclic-softening effect[J].Journal of Dalian University of Technology,2006(5):702-706.(in Chinese)
[6]
LUAN M T,FAN Q L.Numerical analyses of bearing capacity of deep-embedded large-diameter cylindrical structure onsoft ground against lateral loads[J].China Ocean Engineering,2006,20(4):623-634.
[7]
张其一,栾茂田,张小玲.复合加载下非均质地基上矩形基础的极限承载力[J].北京工业大学学报,2009,35(3):111-117.ZHANG Qi-yi,LUAN Mao-tian,ZHANG Xiao-ling.Ultimate bearing capacity of rectangular footings on inhomogeneoussoil under combined loading[J].Journal of Beijing University of Technology,2009,35(3):111-117.(in Chinese)
[8]
MURFF J D,HAMILTON J M.P-ultimate for undrained anlaysis of laterally loaded piles[J].Journal of the GeotechnicalEngineering Division,1993,119(1):91-107.
竺存宏,邓冰,田双珠.沉入式大圆筒在深水码头结构中的应用研究有关问题探讨[J].水道港口,1997(4):1-7.ZHU Cun-hong,DENG Bing,TIAN Shuang-zhu.Approach to questions concerning the test-research of deeply-embeddedlarge-diameter cylindrical shells as deep-water-wharf structure[J].Journal of Waterway and Harbor,1997(4):1-7.(inChinese)
[11]
MATASOVIC N,VUCETIC M.A pore pressure model for cyclic straining of clay[J].Soils and Foundations,1992,32(3):156-173.
[12]
ANDERSEN K H,KLEVEN A,HEIEN D.Bearing capacity for foundation with cyclic loads[J].Journal of theGeotechnical Engineering Division,1988,114(5):540-555.
[13]
ANDERSEN K H,DYVIK R,SCHRODER K,et al.Field tests of anchors in clayⅡ:predictions and interpretation[J].Journal of Geotechnical Engineering,ASCE,1993,119(10):1532-1549.
[14]
范期锦,李乃扬.长江口二期工程北导堤局部破坏的原因及对策[J].中国港湾建设,2004(2):1-8.FAN Qi-jin,LI Nai-yang.The reasons and countermeasures for north bank’s part failure in the second phase regulationproject of Yangtze estuary[J].China Harbour Engineering,2004(2):1-8.(in Chinese)
[15]
刘海笑,王仲捷,唐云,等.随机波作用下沉入式大圆筒结构的动土压力及结构失稳机理研究[J].中国港湾建设,2002(6):21-25.LIU Hai-xiao,WANG Zhong-jie,TANG Yun,et al.Dynamic earth pressures on deeply embedded large cylindrical structureunder random waves and mechanism investigation on structural instability[J].China Harbour Engineering,2002(6):21-25.(in Chinese)
[16]
范庆来,栾茂田,杨庆.横观各向同性软基上深埋式大圆筒结构水平承载力分析[J].岩石力学与工程学报,2007,26(1):94-101.FAN Qing-lai,LUAN Mao-tian,YANG Qing.Numerical analysis of ultimate bearing capacity of large-diameter cylindricalstructures deeply embedded in cross-isotropic soft soil against lateral loads[J].Chinese Journal of Rock Mechanics andEngineering,2007,26(1):94-101.(in Chinese)
