Citation: | ZHOU Zan-liang, FU Yan-bin, QIU Jian-jin, ZHAO Jun, HE Chuang. Interaction between internal bracing and anchor cable of deep foundation pits in complex soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 396-399. DOI: 10.11779/CJGE2014S2069 |
[1] |
杨 芮, 习志锐, 潘少华. 深基坑支护方案优化及其应力应变分析[J]. 水电能源科学, 2013(12): 143-146. (YANG Rui, XI Zhi-rui, PAN Shao-hua, et al. Scheme optimization and stress -straiin analysis of retaining and protecting for deep foundation excavation[J]. Water Resources and Power, 2013(12): 143-146. (in Chinese))
|
[2] |
冯艳辉, 王武刚, 杨 媛. 预应力锚杆复合土钉墙在云南某基坑工程应用中的改进[J]. 建筑结构, 2013, 24: 72-75. (FENG Yan-hui, WANG Wu-gang, YANG Yuan. Improvement of prestressed anchor and composite soil nailing wall in an foundation pit engineering in Yun nan province[J]. Building Structure, 2013, 24: 72-75. (in Chinese))
|
[3] |
朱逢斌, 缪林昌, 顾欢达, 等. 桩墩扶壁复合土钉墙设计参数的敏感性分析[J]. 工业建筑, 2013, 11: 77-83. (ZHU Feng-bin, MIAO Lin-chang, GU Huan-da, et al. Sensitivity analysis of design parametes of composite wall with bored piles in deep excavation[J]. Industrial Construction, 2013, 11: 77-83. (in Chinese))
|
[4] |
黄雪峰, 马 龙, 陈帅强, 等. 预应力锚杆内力传递分布规律与时空效应[J]. 岩土工程学报, 2014, 42(4): 1165-1172. (HUANG Xue-feng, MA Long, CHEN Shuai-qiang, et al. Distribution characteristics and time-space effect of internal force for prestressed anchor[J]. Chinese Journal of Geotechnical Engineering, 2014, 42(4): 1165-1172. (in Chinese))
|
[5] |
董 诚, 郑颖人, 陈新颖, 等. 深基坑土钉和预应力锚杆复合支护方式的探讨[J]. 岩土力学, 2009, 30(12): 3793-3796+3802. (DONG Cheng, ZHENG Ying-ren, CHEN Xin-ying, et al. Research on composite support pattern of soil nails and prestressed anchors indeep foundation pits[J]. Rock and Soil Mechanics, 2009, 30(12): 3793-3796, 3802. (in Chinese))
|
[6] |
贾金青, 郑卫锋, 陈国周. 预应力锚杆柔性支护技术的数值分析[J]. 岩石力学与工程学报, 2005(21): 180-184. (JIA Jin-qing, ZHENG Wei-feng. Study and application of flexible retaining method with prestressed anchor[J]. Chinese Journal of Geotechnical Engineering, 2005(21): 180-184. (in Chinese))
|
[1] | LI Li, LIU Zi-ru. Method for lateral forces in stability analysis of concave slopes in plan view[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 137-141. DOI: 10.11779/CJGE2018S2028 |
[2] | QIN Zhong-guo, ZHANG Xiang-yang. New method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 946-951. DOI: 10.11779/CJGE201605022 |
[3] | CAO Ping, LIU Di-xu. Application of improved CSMR method to opencast mining slopes[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1544-1548. DOI: 10.11779/CJGE201508027 |
[4] | LEI Guo-hui, ZHENG Qiang. Issues on concepts of effective stress and seepage force arising from anatomizing Swedish slice method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 667-676. |
[5] | WANG Hongbo, SHAO Longtan, XIONG Baolin. Improved method to determine parameters n and hs of a hypoplastic constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1173-1176. |
[6] | ZHANG Qianfei, WU Zhongru. The improved cut-off negative pressure method for unsteady seepage flow with free surface[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 48-54. |
[7] | SHI Weimin, ZHENG Yingren, TANG Boming, ZHANG Luyu. Accuracy and application range of Imbalance Thrust Force Method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3): 313-317. |
[8] | WANG Jianfeng. An analytical method of the stabilizing force of piles for landslide control using Janbu’s generalized procedure of slices[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 455-458. |
[9] | Wang Zhiyin, Li Yunpeng. Some improvements in the numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 36-39. |
[10] | Zhang Xiong. lmProved Slice Method for Slope Stability Analysis[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 84-92. |