软土地基大直径格形钢板桩围堰设计探讨

李锦辉; 宋磊; 肖忠; 马驰; 张利民; 李锦辉; 宋磊; 肖忠; 马驰; 张利民

doi:10.16516/j.gedi.issn2095-8676.2019.01.002

[1]

毛凯. 格形钢板桩结构设计施工手册 [M]. 北京：中国计划出版社，1996.

MAO K. Manual of design and construction for cellular sheet-pile structure [M]. Beijing：China Planning Press，1996.

[2]

李德镍. 格形钢板桩结构在港口工程中的应用 [J]. 港工技术，1997，34(1): 28-34.

LI D N. Application of cellular sheet-pile structure in port engineering [J]. Port Engineering Technology，1997，34(1): 28-34.

[3]

中华人民共和国交通运输部. 码头结构设计规范：JTS 167—2018 [S]. 北京：人民交通出版社，2018.

Ministry of Transport of the People′s Republic of China. Design code for wharf structures: JTS 167—2018 [S]. Beijing：China Communications Press，2018.

[4]

肖忠，王元战，及春宁. 基于极限平衡法的箱筒型基础防波堤稳定性分析 [J]. 岩土工程学报，2013，35(5): 828-833.

XIAO Z, WANG Y Z, JI C N. Stability analysis of bucket foundation breakwaters based on limit equilibrium method [J]. Chinese Journal of Geotechnical Engineering，2013，35(5): 828-833.

[5]

蒋敏敏，蔡正银，徐光明，等. 软土地基上箱筒型基础防波堤静力离心模型试验研究 [J]. 岩石力学与工程学报，2010，29(增刊2): 3865-3870.

JIANG M M, CAI Z Y, XU G M，et al. Experimental study of centrifugal model of bucket foundation breakwater on soft soil foundation under static load [J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp. 2): 3865-3870.

[6]

范公俊，贾延权，王艳红. 几种围堰施工技术在连云港滩涂区的应用 [J]. 水利水电科技进展，2011，31(1): 62-65.

FAN G J, JIA Y Q, WANG Y H. Application of several kinds of cofferdam constrcution techniques in tidal flat of Lianyungang [J]. Advances in Science and Technology of Water Resources，2011，31(1): 62-65.

[7]

王婷婷，苏莉源，卢生军. 新型海上风电基础结构空间三维数值模拟研究 [J]. 南方能源建设，2018，5(3): 1-7.

WANG T T, SU L Y, LU S J. Spatial 3D numerical simulation research on a new foundation structure of offshore wind power [J]. Southern Energy Construction. 2018，5(3): 1-7.

[8]

陈斌. 格形钢板桩结构在广州新沙码头工程中的应用 [J]. 水运工程，1991(11): 13-21＋60.

CHEN B. Application of cellular sheet-pile structure in Guangzhou Xinsha port engineering [J]. Port & Waterway Engineering，1991(11): 13-21＋60.

[9]

张德果，毛铠. 盐田港格型钢板桩码头结构设计 [J]. 水运工程，1996(10): 93-95.

ZHANG D G, MAO K. Structure design for the cellular sheet-pile wharf of Yantian port [J]. Port & Waterway Engineering，1996(10): 93-95.

[10]

U．S. Army Corps of Engineers. Design of sheet pile cellular structures cofferdams and retaining structures: EM 1110-2-2503 [S]. U．S.A.：U.S. Army Engineers Waterways Experiment Station，Information Technology Laboratory，1989.

[11]

The Overseas Coastal Area Development Institute of Japan. Technical standards and commentaries for port and harbor facilities in Japan[S]. Japan：The Overseas Coastal Area Development Institute of Japan，2009.

[12]

王元战，王举睿. 格形钢板桩结构稳定性的有限元数值分析 [J]. 港工技术，2012，49(2): 30-34.

WANG Y Z, WANG J R. Finite element numerical analysis on structural stability of celled steel sheet pile [J]. Port Engineering Technology，2012，49(2): 30-34.

[13]

伍晓峰，刘祚秋. 格形钢板桩抗倾覆稳定性计算新方法 [J]. 水运工程，2011(12): 45-49.

WU X F, LIU Z Q. New computation for stability against overturning of cellular steel sheet pile [J]. Port & Waterway Engineering，2011(12): 45-49.

[14]

郭富林. 格形钢板桩结构计算方法研究 [D]. 天津：天津大学，2012.

GUO F L. Research on calculation methods for the cellular-bulkhead structure [D]. Tianjin：Tianjin University，2012.

[15]

ROSSOW M, DEMSKY E, MOSHER R. Theoretical manual for design of cellular sheet pile structures(cofferdams and retaining structure) [M]. Vicksburg，Mississippi：U.S. Army Engineers Waterways Experiment Station，Information Technology Laboratory，1987.

[16]

XIAO Z,LI Z Q,LIU Y. Uniaxial capacities of sand-filled large cylindrical structures in soft foundation[C]//ASME. Proceeding of the ASME 2018 37th International Conference on Ocean，Offshore and Arctic Engineering，Madrid，Spain，June 17-22，2018. Madrid: ASME，2018.

[17]

中华人民共和国交通运输部. 海港水文规范：JTS 145-2—2013 [S]. 北京：人民交通出版社，2013.

Ministry of Transport of the People′s Republic of China. Code for sea port hydrology：JTS 145-2—2013 [S]. Beijing：China Communications Press，2013.

[18]

王元战，焉振. 格形钢板桩结构数值建模方法研究 [J]. 海洋工程，2014，32(5): 1-8.

WANG Y Z, YAN Z. Studies on numerical model building methods for cellular sheet pile structures [J]. The Ocean Engineering，2014，32(5): 1-8.

[19]

王刚，陈杨，张建民. 大圆筒结构倾覆稳定性分析的有限元法 [J]. 岩土力学，2006，27(2): 238-241.

WANG G, CHEN Y, ZHANG J M. Finite element method for analyzing overturn stability of large cylindrical structures[J]. Rock and Soil Mechanics，2006，27(2): 238-241.

[20]

MATIN J R,CLOUGH G W. A study of the effects of differential loadings on cofferdams[R]. Vickburg，Mississippi: U．S. Army Engineers Waterways Experiment Station，Information Technology Laboratory, 1990.

[21]

中华人民共和国住房和城乡建设部. 建筑边坡工程技术规范：GB 50330—2013 [S]. 北京：中国建筑工业出版社，2013.

Ministry of Housing and Urban-Rural Development of the People′s Republic of China. Technical code for building slope engineering：GB 50330—2013 [S]. Beijing：China Architecture & Building Press，2013.

[22]

王元战，肖忠，李元音，等. 筒型基础结构稳定性分析的有限元方法 [J]. 中国港湾建设，2010(增刊1): 100-104.

WANG Y Z, XIAO Z, LI Y Y，et al. Finite element method for stability analysis of cylindrical foundation structures [J]. China Harbour Engineering，2010(Supp. 1): 100-104.

[1]	毛凯. 格形钢板桩结构设计施工手册 [M]. 北京：中国计划出版社，1996. MAO K. Manual of design and construction for cellular sheet-pile structure [M]. Beijing：China Planning Press，1996.
[2]	李德镍. 格形钢板桩结构在港口工程中的应用 [J]. 港工技术，1997，34(1): 28-34. LI D N. Application of cellular sheet-pile structure in port engineering [J]. Port Engineering Technology，1997，34(1): 28-34.
[3]	中华人民共和国交通运输部. 码头结构设计规范：JTS 167—2018 [S]. 北京：人民交通出版社，2018. Ministry of Transport of the People′s Republic of China. Design code for wharf structures: JTS 167—2018 [S]. Beijing：China Communications Press，2018.
[4]	肖忠，王元战，及春宁. 基于极限平衡法的箱筒型基础防波堤稳定性分析 [J]. 岩土工程学报，2013，35(5): 828-833. XIAO Z, WANG Y Z, JI C N. Stability analysis of bucket foundation breakwaters based on limit equilibrium method [J]. Chinese Journal of Geotechnical Engineering，2013，35(5): 828-833.
[5]	蒋敏敏，蔡正银，徐光明，等. 软土地基上箱筒型基础防波堤静力离心模型试验研究 [J]. 岩石力学与工程学报，2010，29(增刊2): 3865-3870. JIANG M M, CAI Z Y, XU G M，et al. Experimental study of centrifugal model of bucket foundation breakwater on soft soil foundation under static load [J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp. 2): 3865-3870.
[6]	范公俊，贾延权，王艳红. 几种围堰施工技术在连云港滩涂区的应用 [J]. 水利水电科技进展，2011，31(1): 62-65. FAN G J, JIA Y Q, WANG Y H. Application of several kinds of cofferdam constrcution techniques in tidal flat of Lianyungang [J]. Advances in Science and Technology of Water Resources，2011，31(1): 62-65.
[7]	王婷婷，苏莉源，卢生军. 新型海上风电基础结构空间三维数值模拟研究 [J]. 南方能源建设，2018，5(3): 1-7. WANG T T, SU L Y, LU S J. Spatial 3D numerical simulation research on a new foundation structure of offshore wind power [J]. Southern Energy Construction. 2018，5(3): 1-7.
[8]	陈斌. 格形钢板桩结构在广州新沙码头工程中的应用 [J]. 水运工程，1991(11): 13-21＋60. CHEN B. Application of cellular sheet-pile structure in Guangzhou Xinsha port engineering [J]. Port & Waterway Engineering，1991(11): 13-21＋60.
[9]	张德果，毛铠. 盐田港格型钢板桩码头结构设计 [J]. 水运工程，1996(10): 93-95. ZHANG D G, MAO K. Structure design for the cellular sheet-pile wharf of Yantian port [J]. Port & Waterway Engineering，1996(10): 93-95.
[10]	U．S. Army Corps of Engineers. Design of sheet pile cellular structures cofferdams and retaining structures: EM 1110-2-2503 [S]. U．S.A.：U.S. Army Engineers Waterways Experiment Station，Information Technology Laboratory，1989.
[11]	The Overseas Coastal Area Development Institute of Japan. Technical standards and commentaries for port and harbor facilities in Japan[S]. Japan：The Overseas Coastal Area Development Institute of Japan，2009.
[12]	王元战，王举睿. 格形钢板桩结构稳定性的有限元数值分析 [J]. 港工技术，2012，49(2): 30-34. WANG Y Z, WANG J R. Finite element numerical analysis on structural stability of celled steel sheet pile [J]. Port Engineering Technology，2012，49(2): 30-34.
[13]	伍晓峰，刘祚秋. 格形钢板桩抗倾覆稳定性计算新方法 [J]. 水运工程，2011(12): 45-49. WU X F, LIU Z Q. New computation for stability against overturning of cellular steel sheet pile [J]. Port & Waterway Engineering，2011(12): 45-49.
[14]	郭富林. 格形钢板桩结构计算方法研究 [D]. 天津：天津大学，2012. GUO F L. Research on calculation methods for the cellular-bulkhead structure [D]. Tianjin：Tianjin University，2012.
[15]	ROSSOW M, DEMSKY E, MOSHER R. Theoretical manual for design of cellular sheet pile structures(cofferdams and retaining structure) [M]. Vicksburg，Mississippi：U.S. Army Engineers Waterways Experiment Station，Information Technology Laboratory，1987.
[16]	XIAO Z,LI Z Q,LIU Y. Uniaxial capacities of sand-filled large cylindrical structures in soft foundation[C]//ASME. Proceeding of the ASME 2018 37th International Conference on Ocean，Offshore and Arctic Engineering，Madrid，Spain，June 17-22，2018. Madrid: ASME，2018.
[17]	中华人民共和国交通运输部. 海港水文规范：JTS 145-2—2013 [S]. 北京：人民交通出版社，2013. Ministry of Transport of the People′s Republic of China. Code for sea port hydrology：JTS 145-2—2013 [S]. Beijing：China Communications Press，2013.
[18]	王元战，焉振. 格形钢板桩结构数值建模方法研究 [J]. 海洋工程，2014，32(5): 1-8. WANG Y Z, YAN Z. Studies on numerical model building methods for cellular sheet pile structures [J]. The Ocean Engineering，2014，32(5): 1-8.
[19]	王刚，陈杨，张建民. 大圆筒结构倾覆稳定性分析的有限元法 [J]. 岩土力学，2006，27(2): 238-241. WANG G, CHEN Y, ZHANG J M. Finite element method for analyzing overturn stability of large cylindrical structures[J]. Rock and Soil Mechanics，2006，27(2): 238-241.
[20]	MATIN J R,CLOUGH G W. A study of the effects of differential loadings on cofferdams[R]. Vickburg，Mississippi: U．S. Army Engineers Waterways Experiment Station，Information Technology Laboratory, 1990.
[21]	中华人民共和国住房和城乡建设部. 建筑边坡工程技术规范：GB 50330—2013 [S]. 北京：中国建筑工业出版社，2013. Ministry of Housing and Urban-Rural Development of the People′s Republic of China. Technical code for building slope engineering：GB 50330—2013 [S]. Beijing：China Architecture & Building Press，2013.
[22]	王元战，肖忠，李元音，等. 筒型基础结构稳定性分析的有限元方法 [J]. 中国港湾建设，2010(增刊1): 100-104. WANG Y Z, XIAO Z, LI Y Y，et al. Finite element method for stability analysis of cylindrical foundation structures [J]. China Harbour Engineering，2010(Supp. 1): 100-104.