[1]周圆圆.水闸软土地基沉降成因及处理[J].河南水利与南水北调,2019,48(5):42-44.
ZHOU Yuanyuan.Causes of soft soil foundation settlement of sluice and corresponding treatment[J].Henan Water Conservancy and South-North Water Diversion Project,2019,48(5):42-44.
[2]江金进,刘佳,吴舒天,等.珠海市软土分布特征及软土沉降风险评价[J].地质灾害与环境保护,2020,31(2):68-74.
JIANG Jinjin,LIU Jia,WU Shutian,et al.Distribution characteristics of soft soil and risk assessment of soft soil subsidence in Zhuhai [J].Geological Hazards and Environmental Protection,2020,31(2):68-74.
[3]万友元.珠三角地区软土沉降特性及工程应用研究[J].公路交通科技,2017,13(6):136-137.
WAN Youyuan.Study on the settling characteristics and engineering application of soft soil in pearl riverdelta region [J].Highway Traffic Technology,2017,13(6):136-137.
[4]ZHANG F,LIU M,WANG Y Y,et al.Strain demand in areas of mine subsidence [C]//The 9th International Pipeline Conference.Calgary:American Society of Mechanical Engineers,2012:391-401.
[5]LIU X B,ZHANG H,WU K,et al.A refined analytical strain analysis method for offshore pipeline under strike-slip fault movement considering strain hardening effect of steel [J].Ships and Offshore Structures,2020,15(2):215-226.
[6]LIU X B,ZHENG Q,WU K,et al.Development of an artificial neural network to predict strain demand of buried high strength steel pipeline at strike-slip fault crossing [J].Engineering Structures,2020,210(4):110-125.
[7]LIU X B,ZHANG H,NDUBUAKU O,et al.Effects of stress-strain characteristics on local buckling of X80 pipe subjected to strike-slip fault movement [J].Journal of Pressure Vessel Technology,2018,140(8),212-235.
[8]王付会,练章华,林铁军.双侧沉管在水网地段应力分析及数值模拟[J].石油机械,2015,43(7):116-120.
WANG Fuhui,LIAN Zhanghua,LIN Tiejun.Theoretical analysis and numerical simulation of pipeline stress with lowering pipeline on both sides in water network areas [J].China Petroleum Machinery,2015,43(7):116-120.
[9]HAN B,HAO J B,JING H Y,et al.Failure analysis of stresses on buried pipeline subjected to landslide based on numerical simulation and regression analysis [C]//The 8th International Pipeline Conference.Calgary:American Society of Mechanical Engineers,2010:83-88.
[10]VAZOURAS P,KARAMANOS S A,DAKOULAS P.Finite element analysis of buried steel pipelines under strike-slip fault displacements [J].Soil Dynamics and Earthquake Engineering,2010,30(11):1361-1376.
[11]VAZOURAS P,KARAMANOS S A,DAKOULAS P.Mechanical behavior of buried steel pipes crossing active strike-slip faults [J].Soil Dynamics and Earthquake Engineering,2012,41(5):164-180.
[12]VAZOURAS P,DAKOULAS P,KARAMANOS S A.Pipe-soil interaction and pipeline performance under strike-slip fault movements [J].Soil Dynamics and Earthquake Engineering,2015,72(4):48-65.
[13]张英奎,张永兴.大口径管道在水网地区的施工方法[J].油气储运,2003(8):45-58.
ZHANG Yingkui,ZHANG Yongxing.Construction method of large caliber pipeline in water network area [J].Oil & Gas Storage and Transportation,2003(8):45-58.
[14]刘玉卿,赵子峰,杨建,等.中俄东线高地下水位地区沉管下沟施工方案[J/OL].油气储运:1-9[2021-05-06].http://kns.cnki.net/kcms/detail/13.1093.TE.20200526.1654.006.html.
LIU Yuqing,ZHAO Zifeng,YANG Jian,et al.Construction plan of submerged ditch in high groundwater level area of east China-Russia Line [J/OL].Oil & Gas Storage and Transportation:1-9[2021-05-06].http://kns.cnki.net/kcms/detail/13.1093.TE.20200526.1654.006.html.
[15]高永,张世彬,涂立成,等.浅谈江南水网地段大口径管道水田施工方法[J].油气田地面工程,2002(2):29.
GAO Yong,ZHANG Shibin,TU Licheng,et al.Discussion on the construction method of large-caliber pipeline paddy field in water network section of Jiangnan [J].Oil-Gas Field Surface Engineering,2002(2):29.