[1] |
郑 刚, 郭一斌, 聂东清, 等. 大面积基坑多级支护理论与工程应用实践[J]. 岩土力学, 2014, 35(增刊2): 290-298. (ZHENG Gang, GUO Yi-bin, NIE Dong-qing, et al. Theory of multi-bench retaining for large area foundation pit and its engineering application[J]. Rock and Soil Mechanics, 2014, 35(S2): 290-298. (in Chinese))
|
[2] |
任望东, 李春光, 田建平, 等. 软弱土中大面积深基坑工程快速支护施工技术[J]. 施工技术, 2013, 42(1): 35-39. (REN Wang-dong, LI Chun-guang, TIAN Jian-ping, et al. Rapid construction method of large area deep foundation excavation in soft soil[J]. Construction Technology, 2013, 42(1): 35-39. (in Chinese))
|
[3] |
任望东, 张同兴, 张大明, 等. 深基坑多级支护破坏模式及稳定性参数分析[J]. 岩土工程学报, 2013, 35(增刊2): 919-922. (REN Wang-dong, ZHANG Tong-xing, ZHANG Da-ming, et al.Parametric analysis of failure modes and stability of multi-level retaining structure in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 919-922. ( in Chinese))
|
[4] |
郑 刚, 程雪松, 刁 钰. 无支撑多级支护结构稳定性与破坏机理分析[J]. 天津大学学报, 2013, 46(4): 304-314. (ZHENG Gang, CHENG Xue-song, DIAO Yu. Analysis of the stability and collapse mechanism of non-prop and multi-stage retaining structure[J]. Journal of Tianjin University(Science and Technology), 2013, 46(4): 304-314. (in Chinese))
|
[5] |
FRYDMAN S, KEISSAR I. Earth pressures on retaining walls near rock faces[J]. Journal of Geotechnical Engineering, ASCE, 1987, 113(6): 586-599.
|
[6] |
TAKE W A, VALSANGKAR A J. Earth pressures on unyielding retaining walls of narrow backfill width[J]. Canadian Geotechnical Journal, 2001, 38(11): 1220-1230.
|
[7] |
应宏伟, 黄 东. 临近既有地下室平动模式挡土墙主动土压力研究[J]. 固体力学学报, 2011, 32(增刊): 356-360. (YING Hong-wei, HUANG Dong. Study on active earth pressures on translation retaining wall adjacent to existing basements[J]. Chinese Journal of Solid Mechanics, 2011, 32(S0): 356-360.(in Chinese))
|
[8] |
应宏伟, 黄 东, 谢新宇. 考虑邻近地下室外墙侧压力影响的平动模式挡土墙主动土压力研究[J]. 岩石力学与工程学报, 2011, 30(增刊1): 2970-2978. (YING Hong-wei, HUANG Dong, XIE Xin-yu. Study on active earth pressure on retaining wall subject to translation considering lateral pressure of adjacent existing basement wall[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1): 2970-2978. (in Chinese))
|
[9] |
赵 琦, 朱建明. 临近地下室外墙影响下的考虑土拱效应的挡土墙主动土压力研究[J]. 岩土力学, 2014, 35(3): 723-728. (ZHAO Qi, ZHU Jian-ming. Research on active earth pressure behind retaining wall adjacent to existing basements exterior wall considering soil arching effects[J]. Rock and Soil Mechanics, 2014, 35(3): 723-728. (in Chinese))
|
[10] |
金亚兵, 刘吉波. 相邻基坑土条土压力计算方法探讨[J]. 岩土力学, 2009, 30(12): 3750-3764. (JIN Ya-bing, LIU Ji-bo. Discussion on calculation method of earth pressure of earth-strip between neighboring excavations[J]. Rock and Soil Mechanics, 2009, 30(12): 3761-3764. (in Chinese))
|
[11] |
申明亮, 廖少明, 邵 伟. 考虑内坑影响的坑中坑基坑被动土压力叠加算法[J]. 上海交通大学学报, 2012, 46(1): 79-83. (SHEN Ming-liang, LIAO Shao-ming, SHAO Wei. Superposition algorithm for the outer pit passive earth pressure influenced by inner pit for pit-in-pit[J]. Journal of Shanghai Jiaotong University, 2012, 46(1): 79-83. (in Chinese))
|
[12] |
胡 辉, 汤连生, 林兴立, 等. 外坑支护结构转动时坑间被动区土拱效应分析[J]. 长江科学院院报, 2015, 32(4): 101-108. (HU Hui, TANG Lian-shegn, LIN Xing-li, et al. Soil arching effect in the passive zone between internal pit and extend pit when the other supporting structure rotates[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(4): 101-108. (in Chinese))
|
[13] |
IAI S. Similitude for shaking table test on soil-structure-fluid model in 1- g gravitational field[J]. Soils and Foundations, 1989, 29(1): 105-118.
|
[14] |
陆培毅, 严 驰, 顾晓鲁. 砂土基于室内模型试验土压力分布形式的研究[J]. 土木工程学报, 2003, 36(10): 84-88. (LU Pei-yi, YAN Chi, GU Xiao-lu. Sand model test on the distribution of earth pressure[J]. China Civil Engineering Journal, 2012, 46(1) : 79-83. ( in Chinese))
|
[15] |
刘国楠, 胡荣华, 潘效鸿, 等. 衡重式桩板挡墙受力特性模型试验研究[J]. 岩土工程学报, 2013, 35(1): 103-110. (LIU Guo-nan, HU Rong-hua, PAN Xiao-hong, et al. Model tests on mechanical behaviors of sheet pile wall with relieving platform[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 103-110. (in Chinese))
|
[16] |
HONG Y, NG C W W. Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift[J]. Canadian Geotechnical Journal, 2013, 50(2): 153-164.
|
[17] |
BOLTON M D, POWRIE W, SYMONS I F. The design of stiff in situ walls retaining overconsolidated clay: part 1 short-term behaviour[J]. Ground Engineering, 1990, 22(8): 44-48.
|