[1] Dai F C, Lee C F, Ngai Y Y. Landslide risk assessment and management: an overview[J].Engineering Geology, 2002, 64(1): 65-87.
[2] Xie Quanmin, Bian Xiang, Xia Yuanyou. Systematic analysis of risk evaluation of landslide hazard[J].Rock and Soil Mechanics, 2005, 26(1): 71-74. [谢全敏, 边翔, 夏元友. 滑坡灾害风险评价的系统分析[J]. 岩土力学, 2005, 26(1): 71-74.]
[3] Finlay P J, Fell R, Maguire P K. The relationship between the probability of landslide occurrence and rainfall[J].Canadian Geotechnical Journal,1997, 34(6): 811-824.
[4] Chen C Y, Chen T C, Yu F C, et al. Analysis of time-varying rainfall infiltration induced landslide[J]. Environmental Geology,2005, 48(4/5): 466-479.
[5] Dahal R K, Hasegawa S, Nonomura A, et al. GIS-based weights-of-evidence modelling of rainfall-induced landslides in small catchments for landslide susceptibility mapping[J].Environmental Geology,2008, 54(2): 311-324.
[6] Li Yuan, Meng Hui, Dong Ying, et al. Main types and characteristics of geo-hazard in China—Based on the results of geo-hazard survey in 290 counties[J].The Chinese Journal of Geological Hazard and Control,2004,(4): 29-34.[李媛, 孟晖, 董颖，等. 中国地质灾害类型及其特征——基于全国县市地质灾害调查成果分析[J]. 中国地质灾害与防治学报, 2004, (4): 29-34.]
[7] Wei Li, Shan Jiusheng, Zhang Yizhi, et al. The formative mechanism and the research idea of prediction method about coast disaster of rainstorm model[J].Jiangxi Meteorological Science & Technology, 2005, 28(3): 17-22.[魏丽,单九生,章毅之，等. 暴雨型滑坡灾害形成机理及预测方法研究思路[J]. 江西气象科技, 2005, 28(3): 17-22]
[8] Cui Zhengquan, Li Ning. Slope Engineering—Recent Development of Theory and Practice[M]. Beijing: China Water Power Press, 1999.[崔政权, 李宁. 边坡工程——理论与实践最新发展[M]. 北京: 中国水利水电出版社，1999.][9] Yan Echuan, Liu Guangrun. Discussion on the essential geological model for landslide[J].Journal of Engineering Geology, 2004, 12 (1):21-24.[晏鄂川, 刘广润. 试论滑坡基本地质模型[J]. 工程地质学报, 2004, 12 (1):21-24.]
[10] Sun Yingxun. Discussion on the treament category and modules for landslides[J].Geology and Prospecting, 2006, 142(1): 85-88.[孙英勋. 滑坡的处治分类与治理模式探讨[J]. 地质与勘探, 2006, 142(1): 85-88.]
[11] Xie Baotang. Discussion on category and treatment for landslides[J].Engineering Construction and Administer, 2007,(8):173-174.[谢宝堂. 滑坡的分类与治理探讨[J].工程建设与管理, 2007, (8): 173-174.]
[12] Brueckl E,Parotidis M. Estimation of large-scale mechanical properties of a large landslide on the basis of seismic results[J].International Journal of Rock Mechanics and Mining Sciences,2001, 38(6): 877-883.
[13] Tacher L, Bonnard C, Laloui L, et al. Modelling the behaviour of a large landslide with respect to hydrogeological and geomechanical parameter heterogeneity[J].Landslides, 2005, 2(1): 3-14. 
[14] Francois B, Tacher L, Bonnard C, et al. Numerical modelling of the hydrogeological and geomechanical behaviour of a large slope movement: the Triesenberg landslide (Liechtenstein)[J].Canadian Geotechnical Journal,2007, 44(7): 840-857.
[15] Shen Tai. Development of geomechanic model, experiment techniques[J].Journal of Yangtze River Scientific Research Institute,2001, 18(5): 32-36.[沈泰. 地质力学模型实验技术的进展[J]. 长江科学院院报, 2001, 18(5): 32-36.]
[16] Tao Zhiping, Zhou Depei. Model test on deformation mechanism of tunnel at landslide site[J].Journal of Engineering Geology,2003, 11(3): 323-327.[陶志平, 周德培. 滑坡地段隧道变形机理的模型试验研究[J].工程地质学报, 2003, 11(3): 323-327.]
[17] Xiao Shirong,Liu Defu, Hu Zhiyu. Study on geomechanical model of Qianjiangping landslide, Three Gorges Reservoir[J].Rock and Soil Mechanics,2007, 28(7): 1 459-1 464.[肖诗荣, 刘德富, 胡志宇.三峡库区千将坪滑坡地质力学模型研究[J]. 岩土力学, 2007, 28(7):1 459-1 464.]
[18] Lim T T, Rahardjo H, Chang M F, et al. Effect of rainfall on matric suctions in a residual soil slope[J].Canadian Geotechnical Journal, 1996, 33(4): 618-628.
[19] Wu Mengxi,Gao Lianshi. Saturated unsaturated unsteady seepage numerical analysis[J].Journal of Hydraulic Engineering, 1999, 30(12): 38-42.[吴梦喜,高莲士. 饱和—非饱和非稳定渗流数值分析[J]. 水利学报, 1999, 30(12): 38-42.]
[20] Li Zhaoping, Zhang Mi. Study on effects of rainfall infiltration on safety of excavation slope[J].China Safety Science Journal, 2000, 10(3): 16-22.[李兆平, 张弥. 降雨入渗对基坑工程安全性影响的研究[J]. 中国安全科学学报, 2000, 10(3): 16-22.]
[21] Chen Li, Liu Qingquan, Li Jiachun. Study on the runoff generation process on the slope with numerical method[J].Journal of Sediment Research,2001, (4): 61-67.[陈力, 刘清泉, 李家春. 坡面降雨入渗产流规律的数值模拟研究[J]. 泥沙研究, 2001, (4): 61-67.]
[22] Wang Jihua. Research the Principle of Water-Soil Interaction in Soil-Slope and Analyze and Predict Its Stability in Condition of rain infiltration[D]. Changsha: Central South University, 2006.[王继华. 降雨入渗条件下土坡水土作用机理及其稳定性分析与预测预报研究[D]. 长沙: 中南大学,2006.]
[23] Chen Weizhong, Tan Xianjun, Wu Guojun, et al. Study on thermo-hydro-mechanical coupling model for unsaturated rock[J].Chinese Journal of Rock Mechanics and Engineering,2007, 26(12): 2 395-2 403.[陈卫忠，潭贤君，伍国君,等.非饱和岩石温度—渗流—应力耦合模型研究[J]. 岩石力学与工程学报, 2007, 26(12): 2 395-2 403.][24] Daopin Lai, Robert Liang. Coupled creep and seepage model for hybrid media[J].Journal of Engineering Mechanics, 2008, 134(3): 217-223.
[25] Sivakumar V, Tan W C, Murray E J, et al. Wetting, drying and compression characteristics of compacted clay[J]. Geotechnique, 2006, 56(1): 57-62.
[26] He Keqiang, Bai Jianye, Wang Sijing. Analysis of displacement dynamic features of colluvial landslide induced by rainfall[J].Rock and Soil Mechanics,2005, 26(5): 705-709.[贺可强, 白建业, 王思敬. 降雨诱发型堆积层滑坡的位移动力学特征分析[J]. 岩土力学, 2005, 26(5): 705-709.]
[27] Luo Xianqi, Liu Defu, Wu Jian, et al. Model test study on landslide under rainfall and reservoir water fluctuation[J].Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 2 476-2 483.[罗先启, 刘德富, 吴剑，等.雨水及库水作用下滑坡模型试验研究[J]. 岩石力学与工程学报, 2005, 24(7): 2 476-2 483.]
[28] Xu Jiancong, Shang Yuequan, Wang Jianlin. Study on relationship between slope-mass slide displacement and precipitation of loose soil landslide[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(suppl.): 2 854-2 860.[许建聪, 尚岳全, 王建林. 松散土质滑坡位移与降雨量的相关性研究[J]. 岩石力学与工程学报, 2006, 25(增刊): 2 854-2 860.]
[29] Zhang Wohua, Chen Helong, Chen Yunmin. Catastrophe analysis for disaster of mountain slope stability affected by rainfall seepage and surface crack[J].Journal of Zhejiang University Engineering Science,2007, 41(9): 1 429-1 435.[张我华, 陈合龙, 陈云敏. 降雨裂缝渗透影响下山体边坡失稳灾变分析[J]. 浙江大学学报：工学版，2007, 41(9): 1 429-1 435.]
[30] Zhou Zhong, Fu Helin, Liu Baochen, et al. Artificial rainfall tests on a well-instrumented soil-rock-mixture slope[J].Rock and Soil Mechanics, 2007, 28(7): 1 391-1 396.[周中，傅鹤林，刘宝琛，等. 土石混合体边坡人工降雨模拟试验研究[J]. 岩土力学, 2007, 28(7): 1 391-1 396.]
[31] Rassam D W, Williams D J. A numerical study of steady state evaporative applied to mine tailing[J].Canadian Geotechnical Journal,1999, 36(5): 640-650.
[32] Zhou Guiyun, Li Tongchun. Rock slope stability analysis taking into account saturated-unsaturated seepage flow[J].Water Resources and Power, 2006, 24(5): 79-82. [周桂云, 李同春. 饱和—非饱和非稳定渗流作用下岩质边坡稳定性分析[J].水电能源科学, 2006, 24(5): 79-82.]
[33] Li Zhaoping, Zhang Mi. Effects of rain infiltration on transient safety of unsaturated soil slope[J].China Civil Engineering Journal, 2001, 34(5): 57-61.[李兆平, 张弥. 考虑降雨入渗影响的非饱和土边坡瞬态安全系数研究[J]. 土木工程学报, 2001, 34(5): 57-61.]
[34] Zhu Yiwen, Wu Chunqiu, Cai Yuanqi. Determination of slip surface in slope based on theory of slip line field[J].Chinese Journal of Rock Mechanics and Engineering,2005, 24(15): 2 609-2 616.[朱以文, 吴春秋, 蔡元奇. 基于滑移线场理论的边坡滑裂面确定方法[J]. 岩石力学与工程学报,2005, 24(15): 2 609-2 616.]
[35] Onodera T, Yoshinaka R, Kazama H. Slope failures caused by heavy rainfall in Japan[C]//Proceedings of the 2nd International Congress of the International Association of Engineering Geology. Sao Paulo, Brazil, 1974: 1-10.
[36] Yin Kunlong, Zhang Guirong, Gong Rixiang,et al. A real time warning system design of geo-hazards supported by web-GIS in Zhejiang province, China[J].Hydrogeology & Engineering Geology, 2003,30(3): 19-22.[殷坤龙, 张桂荣, 龚日祥,等.基于Web-GIS的浙江省地质灾害实时预警预报系统设计[J]. 水文地质工程地质, 2003, 30(3): 19-22.]
[37] Zhang Zhen, Li Shihai, Ma Li. Probability analysis of relationship between landslide and rainfall in Chongqing area[J].Chinese Journal of Rock Mechanics and Engineering,2005, 25(17): 3 185-3 191.[张珍,李世海,马力.重庆地区滑坡与降雨关系的概率分析[J]. 岩石力学与工程学报, 2005, 25(17): 3 185-3 191.]
[38] Zhang Yucheng, Yang Guanghua, Zhang Yuxing. Research on the relationship between landslide and rainfall[J].Journal of Catastrophology, 2007, 22(1): 82-85.[张玉成, 杨光华, 张玉兴. 滑坡的发生与降雨关系的研究[J].灾害学, 2007, 22(1): 82-85.]
[39] Liu Liling, Yin Kunlong. Analysis of rainfall infiltration mechanism of rainstorm landslide[J].Rock and Soil Mechanics, 2008, 29(4):1 061-1 066.[刘礼领,殷坤龙. 暴雨型滑坡降水入渗机理分析[J]. 岩土力学,2008, 29(4): 1 061-1 066.]
[40] Calvello M,Cascini L, Sorbino G. A numerical procedure for predicting rainfall-induced movements of active landslides along pre-existing slip surfaces[J].International Journal for Numerical and Analytical Methods in Geomechanics,2008, 32(4): 327-351.
[41] Zhu Haijun, Zhou Chuangbing. 3D nonlinear seepage analysis for rock-soils with finite element method[J].Chinese Journal of Rock Mechanics and Engineering,2004, 23(18): 3 076-3 080.[朱海军, 周创兵. 岩土体三维非线性渗流有限元数值分析[J]. 岩石力学与工程学报, 2004, 23(18): 3 076-3 080.]
[42] Rong Guan, Zhang Wei, Zhou Chuangbing. Numerical analysis of saturated-unsaturated seepage problem of rock slope under rainfall infiltration[J].Rock and Soil Mechanics,2005, 26(10): 1 545-1 550.[荣冠, 张伟, 周创兵. 降雨入渗条件下边坡岩体饱和非饱和渗流计算[J]. 岩土力学,2005, 26(10): 1 545-1 550.]
[43] Zhang Zhuo, Lian Jijian, Yang Xiaohui. The analysis of seepage field in rock slope under different rainfall degrees[J].Journal of Hydroelectric Engineering, 2006, 25(5): 27-30.[张卓, 练继建, 杨晓慧. 不同降雨强度下岩体边坡的渗流场分析[J].水力发电学报, 2006, 25(5): 27-30.]
[44] Jia Cangqin, Huang Maosong, Wang Guihe. Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage[J].Chinese Journal of Rock Mechanics and Engineering, 2007, 26(6): 1 290-1 296.[贾苍琴, 黄茂松, 王贵和. 非饱和非稳定渗流作用下土坡稳定分析的强度折减有限元方法[J]. 岩石力学与工程学报, 2007, 26(6): 1 290-1 296.]
[45] Li Xinping, Guo Yunhua, Peng Yuanping , et al. Improved method to determine the critical state of slopes based on FLAC3D method[J].Chinese Journal of Rock Mechanics and Engineering, 2005, 24(S2): 5 287-5 291.[李新平, 郭运华, 彭元平, 等. 基于FLAC3D的改进边坡极限状态确定方法[J]. 岩石力学与工程学报, 2005, 24(S2): 5 287-5 291.]
[46] Wang Zhiwei, Wang Gengsun. FLAC simulation for progressive failure of fissured clay slope[J].Rock and Soil Mechanics, 2005, 26(10): 1 637-1 640.[王志伟, 王庚荪. 裂隙性粘土边坡渐进性破坏的FLAC模拟[J]. 岩土力学, 2005, 26(10): 1 637-1 640.]
[47] Tan Wenhui, Cai Meifeng, Zhou Rudi. Numerical simulation of water flow in a joint slope by the dispersed element method and reliability analysis of the slope[J].Journal of University of Science and Technology Beijing, 2003, 25(4): 295-299.[谭文辉, 蔡美峰, 周汝弟. 节理边坡渗流离散元模拟及边坡可靠性分析[J]. 北京科技大学学报, 2003, 25(4): 295-299.]
[48] Lei Yuanjian, Wang Shuilin. Stability analysis of jointed rock slope by strength reduction method based on UDEC[J].Rock and Soil Mechanics, 2006, 27(10): 1 693-1 698.[雷远见, 王水林. 基于离散元的强度折减法分析岩质边坡稳定性[J]. 岩土力学, 2006, 27(10): 1 693-1 698.]
[49] Liu Xianshan, Zhou Chuangbing. Study on discontinuous medium model for unsaturated hydro-mechanical coupling of fractured rick massess[J].Chinese Journal of Rock Mechanics and Engineering,2007, 26(7): 1 487-1 491.[刘先珊, 周创兵. 裂隙岩体非饱和水力应力耦合的不连续介质模型研究[J]. 岩石力学与工程学报, 2007, 26(7): 1 487-1 491.]
[50] Zhang Guoxin, Wu Xiaofeng. Influence of seepage on the stability of rock slope—Coupling of seepage and deformation by DDA method[J].Chinese Journal of Rock Mechanics and Engineering,2003, 22(8): 1 269-1 275.[张国新, 武晓峰. 裂隙渗流对岩石边坡稳定的影响——渗流、变形耦合作用的DDA法[J]. 岩石力学与工程学报, 2003, 22(8): 1 269-1 275.]
[51] Jiang Qinghui, Zhou Chuangbing, Luo Xianqi, et al. Three-dimensional discontinuous deformation analysis on surface of rock blocks with general model of water pressure distribution[J].Chinese Journal of Rock Mechanics and Engineering,2005, 24(3): 401-403.[姜清辉, 周创兵, 罗先启,等. 块状结构岩体在一般水压分布模式下的不连续变形分析[J]. 岩石力学与工程学报, 2005, 24(3): 401-403.]
[52] Bonnard C, Corominas J. Landslide hazard management practices in the world[J].Landslides, 2005, 2(4): 245-246.
[53] Ho K K S, Leroi E, Roberts B. Keynote lecture: Quantitative risk assessment-application, myths and future direction[C]//Proceedings of the International Conference on Geotechnical and Geological Engineering,GEOENG 2000.Melbourne, Australia, Technomic, Lancaster, Vol. 1, 2000: 236-312.
[54] Shi Jusong, Zhang Yongshuang, Dong Cheng, et al. GIS-based landslide hazard zonation of the new Badong county site[J].Acta Geoscientica Sinica,2005, 26(3): 275-282.[石菊松, 张永双, 董诚, 等. 基于GIS 技术的巴东新城区滑坡灾害危险性区划[J]. 地球学报, 2005, 26(3): 275-282.]
[55] Dai Fuchu,Yao Xin, Tan Guohuan. Landslide susceptibility mapping using support vector machines[J].Earth Science Frontiers, 2007, 14(6): 153-159.[戴福初, 姚鑫, 谭国焕. 滑坡灾害空间预测支持向量机模型及其应用[J]. 地学前缘, 2007, 14(6): 153-159.]
[56] Kanungo D P, Arora M K, Sarkar S, et al. A comparative study of conventional, ANN black box, fuzzy and combined neural and fuzzy weighting procedures for landslide susceptibility zonation in Darjeeling Himalayas[J]. Engineering Geology,2006, 85(3/4): 347-366.
[57] Guzzetti F, Reichenbach P, Ardizzone F, et al. Estimating the quality of landslide susceptibility models[J].Geomorphology, 2006, 81(1/2): 166-184.
[58] Kong W K. Risk assessment of slopes[J].Quarterly Journal of Engineering Geology and Hydrogeology, 2002, 35(3): 213-222.
[59] Guzzetti F, Reichenbach P, Cardinali M, et al. Probabilistic landslide hazard assessment at the basin scale[J].Geomorphology,2005, 72(1/4): 272-299.
[60] Cheung R W M, Tang W H. Reliability of deteriorating slopes[J].Journal of Geotechnical and Geoenvironmental Engineering,2005, 131(5): 589-597.
[61] Australian Geomechanics Society Landslide Taskforce. Practice note guidelines for landslide risk management[J].Australian Geomechanics, 2007, 42(1):63-114.
[62] Wong H N, Ho K K S, Chan Y C. Assessment of consequence of landslides[C]//Proceedings of the International Workshop on Landslide Risk Assessment.Hawaii: Honolulu, IVGS Working Group on Landsides,1997:111-149.
[63] Finlay P J, Mostyn G R, Fell R. Landslides: Prediction of travel distance and guidelines for vulnerability of persons[C]//Vitharana N, Colman R.Proceedings of the 8th Australia New Zealand Conference on Geomechanics. Hobart, Tasmania, 14-18 February, Vol.1,1999: 105-113.
[64] Roberds W. Estimating temporal and spatial variability and vulnerability[C]//Hungr O, Fell R, Couture R,et al.Proceedings of the International Conference on Landslide Risk Management. Canada, A A Balkema, Rotterdam, 2005: 129-157.
[65] Xie Quanmin, Li Daoming, Chen Liwen, et al. Research on comprehensive evaluation model of landslide damage loss and its application[J].Journal of Wuhan University of Technology, 2006, 28(11): 98-102.[谢全敏, 李道明, 陈立文,等. 滑坡灾害破坏损失综合评价模型及应用[J]. 武汉理工大学学报, 2006, 28(11): 98-102.]
[66] Ko C K, Flentje P, Chowdhury R. Landslides qualitative hazard and risk assessment method and its reliability[J].Bulletin of Engineering Geology and the Environment,2004, 63(2): 149-165.
[67] Morgan G C, Rawlings G E, Sobkowicz J C. Evaluating Total Risk to Communities from Large Debris Flows[M].Geotechnique and Natural Hazards,Vancouver BC: BiTech Publishers, 1992: 225-236.
[68] Wang H B, Sassa K. Rainfall-induced landslide hazard assessment using artificial neural networks[J].Earth Surface Processes and Landforms,2006, 31(2): 235-247.
[69] Ho K K S, Ko F W Y. Keynote lecture: Application of quantified risk analysis in landslide risk management practice-Hong Kong experience[C]//Proceedings of the First International Symposium on Geotechnical Safety and Risk (ISGSR2007).Shanghai: Tongji University, 2007: 3-52.
[70] Finlay P J, Fell R. Landslides: Risk perception and acceptance[J].Canadian Geotechnical Journal,1997, 34(2): 169-188. 
[71] GEO. Landslides and boulder falls from natural terrain: Interim risk guidelines[R]. GEO Report No. 75, Geotechnical Engineering Office (GEO), Hong Kong, 1998.
[72] Leroi E, BonnardC, Fell R, et al. Risk assessment and management[C]//Hungr O, Fell R, Couture R, et al. Landslide Risk Management.London, Taylor and Francis, 2005: 159-198.
[73] Zhang L M, Li D Q. Planning slopes stabilization actions[C]//Liu Deng, Chu, eds.Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation(GEDMAR08),2008.[74] Shen Liangfeng, Li Qiming. Thought about landslide disaster prevention based on risk management[J]. Journal of natural Disasters,2006, 15(5): 142-147.[沈良峰, 李启明. 基于风险管理的滑坡灾害预防思想[J]. 自然灾害学报, 2006, 15(5): 142-147.]
[75] Tang Hongmei, Chen Hongkai, Weng Qi′neng. Research on optimal drain mechanism of under ground water in rock slope[J].Journal of Chongqing Jiaotong University,2000, 19(4): 59-63.[唐红梅, 陈洪凯, 翁其能. 边坡岩体中地下水优化排水机理研究[J]. 重庆交通学院学报, 2000, 19(4): 59-63.]
[76] Xu Weiya, Gao Dejun. Evaluation on the effectiveness of drainage system on Dashiban landslide[J].Journal of Engineering Geology,2002, 10(1): 83-88.[徐卫亚, 高德军.山峡库区大石板滑坡区排水系统效果评估[J]. 工程地质学报, 2002, 10(1): 83-88.]
[77] Fan Xuanmei, Xu Qiang, Huang Runqiu, et al. The formation mechanism of the Tiantai landslide induced by precipitation in Xuanhan,Sichuan and the design of drainage[J].Journal of Chengdu University of Technology(Science & Technology Edition), 2006, 33(5): 448-454.[范宣梅, 许强, 黄润秋,等. 四川宣汉天台特大滑坡的成因机理及排水工程措施研究[J]. 成都理工大学学报:自然科学版, 2006, 33(5): 448-454.]
[78] Wang Gongxian.Present situation of engineering measures for preventing and controlling landslide in China and abroad[J].The Chinese Journal of Geological Hazard and Control,1998, 9(1): 1-9.[王恭先. 滑坡防治工程措施的国内外现状[J]. 中国地质灾害与防治学报, 1998, 9(1): 1-9.]
[79] Wu Guosheng. Genesis of Pingtan hucao mountain landslide and its control[J].Journal of Geological Hazards and Environment Preservation,2005, 16(1): 13-16.[吴国生. 平潭虎潮山体滑坡成因分析及其治理[J]. 地质灾害与环境保护, 2005, 16(1): 13-16.]
[80] Yang Zhaohui. The analysis on the stability of the landside in the section of Shenjiali of Tai-Chang freeway and its management [J].Shanxi Architecture,2007, 33(28): 304-305.[杨朝晖. 太长公路深家里沟滑坡的稳定性分析及治理[J].山西建筑, 2007, 33(28): 304-305.]
[81] Li Xianguang, Qin Renhui. Research on mechanic model of pre-stress anchored anti-slide pile[J].Earth and Environment,2005, 33(suppl.): 61-65.[李先光, 覃仁辉. 预应力锚索抗滑桩力学计算模型的探讨[J]. 地球与环境,2005, 33(增刊): 61-65.]
[82] Jiang Liangwei, Huang Runqiu, Jiang Zhongxin, et al. Analysis of active supporting effect and primary internal force in anchored anti-sliding piles[J].Rock and Soil Mechanics,2007, 28(11): 2 319-2 324.[蒋良潍, 黄润秋, 蒋忠信，等.锚索桩的主动支护作用及桩身初始内力分析[J]. 岩土力学, 2007, 28(11): 2 319-2 324.]
[83] Wang Yinsheng, Wang Gongxian, Wang Zhen, et al. Optimization of anti-slide pile with prestressed anchor cable[J].China Railway Science, 2007, 28(5):11-14.[王引生, 王恭先, 王祯，等. 预应力锚索抗滑桩结构优化[J]. 中国铁道科学,2007, 28(5): 11-14.]
[84] Yin Shilin, Xu Weidong, Han Weina, et al. Design study of frame beam of prestressed anchor to reinforce the debris slope landslide[J].Science & Technology Information, 2007,(31):116-117.[殷世林, 徐伟栋, 韩卫娜,等.预应力锚索框架格梁在处治碎石土浅层滑坡中的应用[J]. 科学信息, 2007, (31): 116-117.]
[85] Wang Dequan, Fei Weishui. The numerical optimization analysis of pre-stressed cable sliding pile[J].Fujian Architecture & Construction,2007, 112(10): 64-65.[王德权, 费维水. 预应力锚索抗滑桩的数值优化分析[J]. 福建建筑, 2007, 112(10): 64-65.]
[86] Zheng Mingxin, Jiang Xinlong, Yin Zongze, et al. Evaluation of effectiveness of prestressed anti-slide cable piles by numerical simulations[J].Rock and Soil Mechanics, 2007, 28(7): 1 381-1 386.[郑明新, 蒋新龙, 殷宗泽,等.预应力锚索抗滑桩工程效果的数值计算评价[J]. 岩土力学, 2007, 28(7): 1 381-1 386.]
[87] Peng Zhenghua, Jiao Xiangyang, Shi Changbo, et al. Analysis of grouting strengthening for deformation in great depth of riverside slumping mass in huangtupo landslide zone[J].Journal of Huazhong University of Science and Technology(Urban Science),2006, 23(suppl.1): 40-42.[彭正华, 焦向阳, 石长柏，等. 注浆法处理黄土坡滑坡临江崩滑堆积体深层滑移[J]. 华中科技大学学报:城市科学版, 2006, 23(增刊1): 40-42.]