郑刚,李欣.考虑桩相互土作用的双排桩分析[J].建筑结构学报,2004,25(1):99-106. Zheng Gang, Li Xin. Analysis of double-row piles in consideration of the pile-soil interaction[J]. Journal of Building Structures, 2004,25(1):99-106. (in Chinese)
[2]
胡敏云,夏永承.桩排式支护护壁桩侧土压力计算原理[J].岩石力学与工程学报,2000,19(3):376-379. Hu Minyun, Xia Yongcheng.Calculation principle of earth pressure against retaining piles of pile row retaining structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2000,19(3):376-379. (in Chinese)
[3]
Lee C J, Charles W W. Development of downdrag on piles and pile groups in consolidating soil[J]. Journal of Geotechical and Geoenvironmental Engineering, 2004,45(9):905-914.
[4]
何颐华,杨斌.深基坑护坡桩土压力的工程测试及研究[J].土木工程学报,1997,20(1):16-24. He Yihua, Yang Bin. Study on the earth pressure of fender piles for excavations in real projects and model tests[J]. China Civil Engineering Journal, 1997,20(1):16-24. (in Chinese)
[5]
刘钊.双排支护结构分析及试验研究[J].岩土工程学报,1992,14(5):76-80. Liu Zhao. Laboratory study on double-row pile[J]. Chinese Journal of Geotechnical Engineering, 1992,14(5):76-80. (in Chinese)
[6]
曹俊坚,平扬.考虑圈梁空间作用的深基坑双排桩支护计算方法研究[J].岩石力学与工程学报,1999,18(6):709-712. Cao Junjian, Ping Yang. Study on the calculation method of bracing structures with double-row piles of deep foundation pit with consideration of the spatial influence of ring beam[J]. Chinese Journal of Rock Mechanics and Engineering, 1999,18(6):709-712. (in Chinese)
[7]
郑刚,李欣.考虑桩相互土作用的双排桩分析[J].建筑结构学报,2004,25(1):99-106. Zheng Gang, Li Xin. Analysis of double-row piles in consideration of the pile-soil interaction[J]. Journal of Building Structures, 2004,25(1):99-106. (in Chinese)
[8]
平扬,白世伟.深基坑双排桩空间协同计算理论及位移反分析[J].土木工程学报,2001,34(2):79-82. Ping Yang, Bai Shiwei. Calculation theory considering spatial influence and displacement feed backdesign of doubl-row piles in deep foundation[J]. China Civil Engineering Journal, 2001,34(2):79-82. (in Chinese)
[9]
杨雪强,刘祖德.论深基坑支护的空间效应[J].岩土工程学报,1998,20(2):74-78. Yang Xueqiang, Liu Zude. Research about spatial effect of deep pit supporting[J]. Chinese Journal of Geotechnical Engineering, 1998,20(2):74-78. (in Chinese)
[10]
陆培毅,杨靖.双排桩尺寸效应的有限元分析[J].天津大学学报,2006,39(8):963-967. Lu Peiyi, Yang Jing. Finite element analysis of double-row piles in consideration of imensional effect[J]. Journal of Tianjin University, 2006,39(8):963-967. (in Chinese)
[11]
曾庆义,刘明成.支护桩圈梁的作用机理与计算分析[J].岩土力学,1995,16(2):74-81. Zeng Qingyi, Liu Mingcheng. Mechanism and calculating analysis for ring beam of solider piles[J]. Rock and Soil Mechanics, 1995,16(2):74-81. (in Chinese)
[12]
莫海鸿,周汉香.基坑支护桩圈梁优化设计[J].建筑结构学报,2001,22(3):92-96. Mo Haihong, Zhou Hanxiang. Optimal design for ring beam in deep excavation[J]. Journal of Building Structures, 2001,22(3):92-96. (in Chinese)
[13]
邹力,彭雄志.浅谈FLAC-3D的应用原理、优缺点及改进措施[J].四川建筑,2007,27(1):152-154. Zou Li, Peng Xiongzhi. Discussion on the application of the principle, advantages and disadvantages, and improvements on FLAC-3D[J]. Sichuan Architecture, 2007,27(1):152-154. (in Chinese)
[14]
高印立,徐建新.圈梁效应对排桩支护结构性状的影响[J].建筑科学,2001,17(2):8-13. Gao Yinli, Xu Jianxin. Influence of ring beam on behavior of retaining piles[J]. Building Science, 2001,17(2):8-13. (in Chinese)