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学术论文

第一作者或通讯作者代表性论文:

[1] Shiguo Xiao*, Tingjun Chen. Discussion of lateral earth pressure in constrained landslides. Geotechnique, Accepted, 1 October 2019. (SCI)

[2] Shiguo Xiao*, Wei Dong Guo, Jinxiu Zeng. Factor of safety of slope stability from deformation energy. Canadian Geotechnical Journal, 2018, 55(2): 296-302. (SCI)

[3] Shiguo Xiao*, Wei Dong Guo. Limit analysis of ground anchor forces. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, ICE, 2016, 170(GE2):175-185. (SCI)

[4] Shiguo Xiao*, Jinxiu Zeng. Discussion of Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters. International Journal of Geomechanics, ASCE, 2018, 18(5):07018005. (SCI)

[5] Shiguo Xiao. A simplified approach for stability analysis of slopes reinforced with one row of embedded stabilizing piles. Bulletin of Engineering Geology and the Environment, 2017, 76(4):1371-1382. (SCI)

[6] Shiguo Xiao*, Jinxiu Zeng, Yuping Yan. A rational layout of double-row stabilizing piles for large-scale landslide control. Bulletin of Engineering Geology and the Environment, 2017, 76(1):309-321. (SCI)

[7] Tingjun Chen, Shiguo Xiao*. An Upper Bound Solution to Undrained Bearing Capacity of Rigid Strip Footings Near Slopes. International Journal of Civil Engineering, Published online, 11 October 2019. (SCI)

[8] Jinxiu Zeng, Shiguo Xiao*. A simplified analytical method for stabilizing micropile groups in slope engineering. International Journal of Civil Engineering, 2019. Published online, 25 May 2019. (SCI)

[9] Shiguo Xiao*, Hong He, and Jinxiu Zeng. Kinematical limit analysis for a slope reinforced with one row of stabilizing piles. Mathematical Problems in Engineering, Volume 2016, Article ID 5463929:1-15. (SCI)

[10] Xiao Shiguo*, Yan Liping, and Cheng Zhiqiang. A Method Combined Numerical Analysis and Limit Equilibrium Theory to Determine Potential Slip Surfaces in Soil Slopes. Journal of mountain science, 2011, 8718-727 . (SCI)

[11] Shiguo Xiao*, Wenkai Feng, and Jianjing Zhang. Analysis of the Effects of Slope Geometry on the Dynamic Response of a Near-field Mountain from the Wenchuan Earthquake. Journal of mountain science, 2010, 7353-360. (SCI)

[12] Shiguo Xiao. Improved transfer coefficient method for stability analysis of a landslide with polyline slip surface. Indian Geotechnical Journal, Published Online, 2018. (ESCI)

[13] Shiguo Xiao. An evaluation method for displacement-dependent slope stabilitys. Proceedings of 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Oct. 14-18, 2019. (EI)

[14] Shiguo Xiao. Limit Analysis of Bearing Capacity of a Rigid Strip Footing on a Soil Slope Based on the Upper Bound Theorem. Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, pp. 308319, 2018. (EI)

[15] Xiao Shiguo*, Zhu Guangcen, Li Jingkai. Laws of influence upon dynamic response of high rock slope by seismic wave frequency.Progress in Civil Engineering, 2012, (170-173): 615-625. (EI)

[16] Xiao Shiguo*, Yan Qingrong, Chen Wen. Characteristics of settlement and assessment methods of engineered structures under certain high-speed railway tracks in China. Trends in Civil Engineering, 2012, (446-449): 1869-1879. (EI)

[17] Xiao S.G.*, Xia C.C., Zhu H.H., and Cheng Z.Q. Computation on the length of front grids for a box culvert with large cross-section of pipe-roof. Proceedings of the 11th International Association for Engineering Geology and the Environment Congress 2010, Sept.5-10, Aukland, New Zealand. pp.3853-3859.

[18] S.G. Xiao*, K.Cui, D.P. Zhou, and J. Feng. Analysis of a New Combined Micropile Structure for Preventing Slope Slippage and Its Application in a Practical Project. Proceedings of the ninth international conference on Chinese transportation professionals--Critical Issues in Transportation Systems Planning, Development, and Management, ASCE, August 5-9,2009, Harbin, China, pp: 30-40. (EI)

[19] Shiguo Xiao. Determination of the Excavation-disturbed zone and Corresponding Stability Coefficient of Surrounding Rock in Tunnel Engineering by Applying the Finite Element Method. Proceedings of International Symposium on Geomechanics and Geotechnics: From Micro to Macro. Oct. 10-13, 2010, Shanghai. pp.977-982. (EI)

[20] 肖世国.似土质边(滑)坡抗滑桩后滑坡推力分布模式的近似理论解析. 岩土工程学报,2010,32(1):120-123. (EI)

[21] 雷军,肖世国*. 考虑滑体中锚拉力扩散效应的锚固边坡稳定性分析方法. 岩土工程学报, 2019, 41(9). (EI)

[22] 肖世国,周德培.岩石高边坡一种预应力锚索框架型地梁的内力计算. 岩土工程学报, 2002,24(4):479-482.

[23] 肖世国,周德培,宋从军.岩石高边坡工程中埋入式抗滑桩的应用. 岩土工程学报, 2003,25(5):638-641.

[24] 肖世国,夏才初,李向阳,朱合华,刘学增. 管幕内顶进箱涵前端网格长度合理设计. 岩土工程学报, 2005,27(11): 1306-1309. (EI)

[25] 肖世国, 朱合华,李向阳,夏才初,刘学增. 管幕内顶进箱涵前端网格内壁土压力分布模式. 岩土工程学报, 2005,27(8): 908-911. (EI)

[26] 周德培,肖世国*,夏雄.边坡工程中抗滑桩合理桩间距的探讨. 岩土工程学报,2004,26(1):132-135.

[27] 肖世国. 边(滑)坡治理中h型组合抗滑桩的分析方法及工程应用. 岩土力学,2010,31(7): 2146-2152. (EI)

[28] 孙来宾,肖世国*. 抗滑桩受荷段前侧有限范围地层的地基系数取值方法. 岩土力学,在线刊出,2019. (EI)

[29] 肖世国,何洪. 双排抗滑桩上滑坡推力近似解析方法.岩土力学, 2015,36(2): 376-380. (EI)

[30] 肖世国,鲜飞,王唤龙. 一种微型桩组合抗滑结构内力分析方法. 岩土力学,2010,31(8): 2553-2559. (EI)

[31] 肖世国, 刘航, 于昕左. 水平柔性拉筋式重力墙-坡体地震整体稳定性分析方法. 岩土力学, 录用待刊, 2019. (EI)

[32] 肖世国,程富强. 再论悬臂式抗滑桩合理桩间距的计算方法.岩土力学, 2015,36(1): 111-116. (EI)

[33] 周杨,肖世国*,徐骏,胡亚运.变截面螺纹桩竖向承载特性试验研究. 岩土力学, 2017,38(3): 747-755.(EI)

[34] 肖世国,祝光岑.悬臂式抗滑桩加固粘土边坡地震永久位移算法.岩土力学, 2013,34(5): 1200-1205. (EI)

[35] 肖世国,周德培.开挖边坡松动区的近似解析.岩土力学, 2007,28(8): 1700-1705. (EI)

[36] 肖世国.膨胀土堑坡稳定性分析.岩土力学, 2001,22(2):152-155. (EI)

[37] 肖世国,周德培.非全长粘结型锚索锚固段长度的一种确定方法. 岩石力学与工程学报, 2004,23(9):1530-1534. (EI)

[38] 肖世国,周德培.岩石高边坡预应力锚索地梁的一种内力计算方法. 岩石力学与工程学报, 2003,22 (2):250-253. (EI)

[39] 肖世国,朱合华,夏才初,李向阳,沈桂平,葛金科. 管幕内顶进箱涵顶部管幕承载作用的分析. 岩石力学与工程学报, 2005,24(18): 3355-3359. (EI)

[40] 肖世国,夏才初,李向阳,朱合华,沈桂平,刘学增. 管幕内顶进箱涵前端网格横截面尺寸确定. 岩石力学与工程学报, 2005,24(14): 2593-2596. (EI)

[41] 肖世国,夏才初,李向阳,朱合华,沈桂平,葛金科. 管幕内顶进箱涵时外表面摩擦系数的试验研究. 岩石力学与工程学报, 2005,24(15): 2746-2750. (EI)

[42] 肖世国,夏才初,朱合华,李向阳,刘学增. 管幕内箱涵顶进中顶部管幕竖向变形预测. 岩石力学与工程学报,2006,259: 1887-1892. (EI)

[43] 肖世国,周德培.岩石高边坡的动态设计施工模式. 岩石力学与工程学报, 2002,21(9): 1372-1374. (EI)

[44] 肖世国,夏才初,李向阳,朱合华,刘学增. 管幕内顶进箱涵顶部管幕挠度分析.土木工程学报, 2005, 38(12): 96-101. (EI)

[45] 于昕左, 肖世国*. 水平柔性拉筋式重力墙地震土压力拟静力分析方法. 土木工程学报, 2019, 52(S2):180-185.

[46] 肖世国,周德培.开挖边坡应力场的近似解析解.水利学报,2005,36(1): 16-21. (EI)

[47] 肖世国,夏才初,周德培.开挖边坡松动区的一种定义及分析方法.同济大学学报自然科学版, 2005,33(4): 451-455. (EI)

[48] 肖世国,张腾飞,曹兴松,周德培,刘世雄. 软岩高边坡多级框架锚杆设计计算方法. 西南交通大学学报, 2014, 49(5):787-792. (EI)

[49] 肖世国, 赵琳智. 悬索桥隧道式锚碇侧摩阻力近似解析算法. 西南交通大学学报, 2018, 53(5): 974-981. (EI)

[50] 肖世国,周德培.开挖边坡松弛区的确定与数值分析方法. 西南交通大学学报, 2003,38(3):318-322.

[51] 刘鸿,肖世国*,张益锋. 微型桩组合结构抗滑机理模型试验研究. 中国铁道科学, 2015,36(1):8-14. (EI)

[52] 肖世国,祝光岑. 土坡悬臂式抗滑桩一种抗震设计计算方法. 工程地质学报,2016,24(5): 1022-1027.

[53] 陈廷君,肖世国*,程强,周火明. 泸定大渡河桥康定岸重力锚边坡长期变形与稳定性分析. 工程地质学报,2019, 27(3): 632-639.

[54] 肖世国, 杨豪, 陈廷君. 嵌固于多种地层的抗滑桩计算分析方法. 中国地质灾害与防治学报, 2018, 29(5):116-125.

[55] 肖世国. 考虑桩间土体抗滑作用的单排抗滑桩分析方法.中国地质灾害与防治学报,录用待刊,2019.

[56] 李婷, 肖世国*. 考虑土拱效应的抗滑桩桩间挡土板压力计算方法. 中国地质灾害与防治学报, 2019, 30(4):85-91.

[57] 闫玉平, 肖世国*. 考虑滑带强度参数分区取值的基覆式滑坡稳定性分析方法. 中国地质灾害与防治学报, 录用待刊, 2019.

[58] 周应兵, 谢鑫, 郭瑞, 刘大伟, 肖世国*. 斜坡地基上高填方挡墙侧向极限土压力简化算法.中国地质灾害与防治学报, 2018,29(6)86-91.

[59] 肖世国, 张建经, 马耀先. 汶川地震区路堑重力挡墙震害调查. 地下空间与工程学报, 2011, 7(1): 174-178.

[60] 肖世国, 欧源. 硬岩边坡预应力锚索地梁坡体压力分析方法. 地下空间与工程学报, 2010, 6(3):655-659.

[61] 曹兴松,肖世国*,何洪,刘世雄. 高边坡多级锚杆框架上坡体压力模型试验. 地下空间与工程学报, 2015,11(5):1159-1163.

[62] 曾锦秀, 肖世国*. 泸定大渡河桥隧道锚边坡稳定性三维数值分析. 地下空间与工程学报, 2017,13(6):1661-1670.

[63] 郭毅,肖世国*.贵广铁路客运专线龙围隧道围岩开挖松动区分析. 地下空间与工程学报, 2013,9(3)655-659.

[64] 张家国,肖世国*.圆形深基坑排桩框架支护结构算法. 冰川冻土, 2016,38(4):915-921.

[65] 张家国,肖世国*,邹力,吴兴序,涂文博.砂卵石地层圆形深基坑支护结构土压力. 土木建筑与环境工程, 2013,35(4)89-93.

[66] 杜兆萌, 肖世国*.加固膨胀土边坡的单排抗滑桩分析方法. 铁道建筑, 录用待刊, 2019.

[67] 周应兵,陈廷君,刘大伟,郭瑞,肖世国*. 加筋式重力墙主动土压力的上限分析方法. 铁道建筑,2019, 59(4):99-103.

[68] 陈廷君, 肖世国*. 刚体有限元上限法相邻刚体单元相对运动模式探讨. 应用力学学报, 录用待刊, 2019.

[69] 肖世国, 曹顺利, 赵琳智. 加固岩体的预应力锚索拉力松弛分析模型. 北京工业大学学报, 录用待刊, 2019.

[70] 贺钢, 李昭颖, 肖世国*. 多级悬臂式挡土墙设计计算方法探讨.铁道工程学报, 2019,(4): 5-10.

发明专利

以第一或独立完成人获得授权专利9项:

[1] 肖世国,周德培. 坡体压力自调式多级框架梁护坡结构,中国,201310148973.5(国家发明);

[2] 肖世国,周德培. 岩土工程滑坡模型试验箱,中国,201310174944.6(国家发明);

[3] 肖世国,椅型组合抗滑桩构造,中国,200820061752.9

[4] 肖世国,小型桩组合抗滑结构,中国,200820061753.3

[5] 肖世国,异型纵墙抗滑结构,中国,200820061751.4

[6] 肖世国,微型抗滑桩组合结构,中国,200820061754.8

[7] 肖世国,组合墙抗滑结构,中国,200820061755.2

[8] 肖世国,锚拉式耐震重力路肩墙结构,中国,200920082807.9

[9] 肖世国,混凝土单元板式声屏障板,中国,200920082806.4

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