ZHAO Meng-xin. Discussion on uprighting big-angle tilted sunken ships underwater in salvage operation[J]. China Ocean Engineering, 1989, 3(2): 217-227.
[2]
OZGUC O, DAS P K, BARLTROP N. A comparative study on the structural integrity of single and double side skin bulk carriers under collision damage[J]. Marine Structures, 2005, 18(7/8): 511-547.
[3]
HARIS S, AMDAHL J. Analysis of ship-ship collision damage accounting for bow and side deformation interaction[J]. Marine Structures, 2013, 32(1): 18-48.
[4]
VARELA J M, RODRIGUES J M, SOARES C G. On-board decision support system for ship flooding emergency response[J]. Procedia Computer Science, 2014, 29: 1688-1700.
[5]
GONZáLEZ M M, SOBRINO P C, áLVAREZ R T, et al. Fishing vessel stability assessment system[J]. Ocean Engineering, 2012, 41(1): 67-78.
[6]
SUN Bin, HU Zhi-qiang, WANG Ge. An analytical method for predicting the ship side structure response in raked bow collisions[J]. Marine Structures, 2015, 41(4): 288-311.
[7]
WIESLAW G. The ships impact in ground of port water area[J]. R and RATA, 2008, 1(2): 61-67.
[8]
GALOR W. The model of ship movement while touching the sea-bed[J]. International Journal on Marine Navigation and Safety of Sea Transportation, 2007, 1(4): 413-418.
[9]
WANG G, ARITA K, LIU D. Behavior of a double hull in a variety of stranding or collision scenarios[J]. Marine Structures, 2000, 13(2): 147-187.
[10]
NGUYEN T, AMDAHL J, LEIRA B J, et al. Understanding ship-grounding events[J]. Marine Structures, 2011, 24(4): 551-569.
[11]
ZHANG Sheng-ming. Plate tearing and bottom damage in ship grounding[J]. Marine Structures, 2002, 15(2): 101-117.
[12]
ALSOS H S, AMDAHL J. On the resistance of tanker bottom structures during stranding[J]. Marine Structures, 2007, 20(4): 218-237.
[13]
NGUYEN T H, GARR？ L, AMDAHL J, et al. Monitoring of ship damage condition during stranding[J]. Marine Structures, 2011, 24(3): 261-274.
[14]
PEDERSEN P, ZHANG S. Effect of ship structure and size on grounding and collision damage distributions[J]. Ocean Engineering, 2000, 27(11): 1161-1179.
[15]
李昕睿.考虑位移效应刚性挡土墙被动土压力计算方法研究[D].杭州:浙江大学,2010.LI Xin-rui. Calculation methods of passive earth pressure against rigid retaining wall considering displacement effects[D]. Hangzhou: Zhejiang University, 2010.(in Chinese)
[16]
彭润民,纪秋林.不同变位模式刚性挡土墙的动被动土压力[J].岩土力学,2009,30(增2):34-38.PENG Run-min, JI Qiu-lin. Dynamic passive earth pressure on retaining wall under various modes of movement[J]. Rock and Soil Mechanics, 2009, 30(S2): 34-38.(in Chinese)
[17]
陈页开.挡土墙上土压力的试验研究与数值分析[D].杭州:浙江大学,2001.CHEN Ye-kai. Model test and numerieal analysis of earth pressures on retaining wall[D]. Hangzhou: Zhejiang University, 2001.(in Chinese)
[18]
马文国.考虑挡土墙不同变位模式与位移效应的土压力计算方法[D].银川:宁夏大学,2006.MA Wen-guo. Calculation method of earth pressure of retaining wall considering movement modes and displacement effects[D]. Yinchuan: Ningxia University, 2006.(in Chinese)
[19]
PENG Shu-quan, LI Xi-bing, FAN Ling, et al. A general method to calculate passive earth pressure on rigid retaining wall for all displacement modes[J]. Transactions Nonferrous Metals Society of China, 2012, 22(6): 1526-1532.
