周健,池毓蔚,池永,等.砂土双轴试验的颗粒流模拟[J].岩土工程学报,2000,22(6):701-704. ZHOU Jian,CHI Yu-wei,CHI Yong,et al.Simulation of Biaxial Test on Sand by Particle Flow Code[J].Chinese Journal of Geotechnical Engineering,2000,22(6):701-704.
[2]
刘文白,周健.上拔荷载作用下桩的颗粒流数值模拟[J].岩土工程学报,2004,26(4):516-521. LIU Wen-bai,ZHOU Jian.Numerical Simulation of Particle Flow Code for Pile Under Uplifting Load[J].Chinese Journal of Geotechnical Engineering,2004,26(4):516-521.
[3]
罗勇.土工问题的颗粒流数值模拟及应用研究[D].杭州:浙江大学,2007. LUO Yong.Simulation of Soil Mechanical Behaviors Using Discrete Element Method Based on Particle Flow Code and Application Research[D].Hangzhou:Zhejiang University,2007.
[4]
张刚.管涌现象细观机理的模型试验与颗粒流数值模拟研究[D].上海:同济大学,2007. ZHANG Gang.Researches on Meso-scale Mechanism of Piping Failure by Means of Model Test and PFC Numerical Simulation[D].Shanghai:Tongji University,2007.
[5]
叶建忠,周健,韩冰.基于离散元理论的静压桩过程颗粒流数值模拟[J].岩石力学与工程学报,2007,26(增1):3058-3064. YE Jian-zhong,ZHOU Jian,HAN Bing.Numerical Simulation of Punching Processes by Particle Flow Code Based on Discrete Element Method[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):3058-3064.
[6]
王岩.大型沉井荷载分布模式研究[D].南京:东南大学,2011. WANG Yan.Study on Load Distribution Pattern of Large Caisson Sinking[D].Nanjing:Southeast University,2011.
[7]
朱建民,龚维明,穆保岗,等.南京长江四桥北锚碇沉井下沉安全监控研究[J].建筑结构学报,2010,31(8):112-117. ZHU Jian-min,GONG Wei-ming,MU Bao-gang,et al.Sinking Safety Monitoring Research on North Anchorage Caisson of the Forth Nanjing Yangtze River Bridge[J].Journal of Building Structures,2010,31(8):112-117.
[8]
CECS 137:2002,给水排水工程钢筋混凝土沉井结构设计规程[S]. CECS 137:2002,Specification for Structural Design of Reinforced Concrete Sinking Well of Water Supply and Sewerage Engineering[S].
[9]
JTG D63—2007,公路桥涵地基与基础设计规范[S]. JTG D63—2007,Code for Design of Ground Base and Foundation of Highway Bridges and Culverts[S].
[10]
吴铭炳.大型沉井围护结构[J].岩土工程学报,1994,16(1):86-92. WU Ming-bing.Large Open Caisson Enclosure Structure[J].Chinese Journal of Geotechnical Engineering,1994,16(1):86-92.
[11]
穆保岗,朱建民,龚维明,等.悬索桥大型沉井排水下沉控制的关键问题分析[J].中国公路学报,2013,26(6):118-127. MU Bao-gang,ZHU Jian-min,GONG Wei-ming,et al.Key Issues About Drainage Sinking Control of Large Caissons in Suspension Bridge[J].China Journal of Highway and Transport,2013,26(6):118-127.
[12]
王建,刘杨,张煜.沉井侧壁摩阻力室内试验研究[J].岩土力学,2013,34(3):659-666. WANG Jian,LIU Yang,ZHANG Yu.Model Test on Sidewall Friction of Open Caisson[J].Rock and Soil Mechanics,2013,34(3):659-666.
[13]
穆保岗,王岩,朱建民,等.大型沉井实测下沉阻力分析[J].土木建筑与环境工程,2012,34(增):107-115. MU Bao-gang,WANG Yan,ZHU Jian-min,et al.Analysis of Large Caisson Sinking Measured Resistance[J].Journal of Civil Architectural & Environmental Engineering,2012,34(S):107-115.
[14]
CUNDALL P A.A Computer Model for Simulating Progressive Large Scale Movements in Blocky Rock Systems[J].Proceedings of the Symposium of the International Society of Rock Mechanics,1971,1:2-8.
[15]
O'SULLIVAN C,BRAY J D,LI S.A New Approach for Calculating Strain for Particulate Media[J].International Journal for Numerical and Analytical Methods in Geomechanics,2003,27(10):859-877.
[16]
ZHAO X L,EVANS T M.Numerical Analysis of Critical State Behaviors of Granular Soils Under Different Loading Conditions[J].Granular Matter,2011,13(6):751-764.
[17]
周健,池永,池毓蔚,等.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274. ZHOU Jian,CHI Yong,CHI Yu-wei,et al.The Method of Particle Flow and PFC2D Code[J].Rock and Soil Mechanics,2000,21(3):271-274.
[18]
黄学庆.沉井工程施工的环境效应及防治对策[J].特种结构,2003,20(2):64-66. HUANG Xue-qing.Environmental Effects and Countermeasures of Caisson Construction[J].Special Structures,2003,20(2):64-66.
