基于边坡下滑方向的传递系数法

doi:10.13722/j.cnki.jrme.2023.0189

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Abstract The transfer coefficient method is the original limit equilibrium method of analysis utilized in China for calculating the sliding thrust force of landslide. Due to its straightforward and pragmatic calculation，it finds extensive application in landslide prevention and treatment engineering. However，this method exhibits limitations for complex sliding bodies with an angle greater than 10° between adjacent slices，often resulting in significant calculation errors. Based on the sliding direction of slope，the slope sliding thrust can be transferred along the sliding direction rather than along the bottom of the slices，and the improved transfer coefficient method was proposed. The calculation results of a landslide with a circular sliding surface and a landslide with a gently tipping polyline sliding surface indicate that the proposed method exhibits a safety factor error of 3.73% when compared to the strict limit equilibrium M-P method. Additionally，the curves for sliding thrust of the proposed method are completely consistent with those of the transfer coefficient method，and its curve of the angle for sliding direction is gentler than the standard method，which verifies the rationality of the proposed method in conventional slope stability analysis. Furthermore，the analysis results of a landslide with a complex polyline sliding surface indicate that，the error of safety factor between the transfer coefficient method and M-P method is 21.66%，while the relative error is 6.83% for the proposed method. Moreover，the sliding thrust of the proposed method is slightly greater than that of the standard method. These findings demonstrate that the proposed method is suitable for determining the sliding thrust of the complex landslide，which can be used as an extension and supplement of the transfer coefficient method，providing an effective design basis for landslide prevention and treatment engineering.

Key words： slope engineering sliding direction of slope sliding thrust transfer coefficient method strict limit equilibrium method

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	Articles by authors
	LI Jiahang1
	2
	GUO Mingwei1
	2
	3
	YANG Zhi1
	2
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Cite this article:

LI Jiahang1,2,GUO Mingwei1, et al. Transfer coefficient method of calculating sliding thrust based on sliding direction of slope[J]. , 2023, 42(S2): 4261-4270.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2023.0189 OR https://rockmech.whrsm.ac.cn/EN/Y2023/V42/IS2/4261

[1] 徐张建，林在贯，张茂省. 中国黄土与黄土滑坡[J]. 岩石力学与工程学报，2007，26(7)：1 297–1 312.(XU Zhangjian，LIN Zaiguan，ZHANG Maosheng. Loess in China and loess landslides[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(7)：1 297–1 312.(in Chinese))
[2] 王海鹏，高瑞丹，宁树理，等. 重庆市丰太六组前缘滑坡特征分析及治理方案[J]. 工程建设，2022，54(6)：36–41.(WANG Haipeng，GAO Ruidan，NING Shuli，et al. Characteristic analysis and treatment plan of front edge landslide in Chongqing Fengtai sixth group[J]. Engineering Construction，2022，54(6)：36–41.(in Chinese))
[3] 王念秦. 黄土滑坡发育规律及其防治措施研究[博士学位论文][D]. 成都：成都理工大学，2004.(WANG Nianqin. Study on the growing laws and controlling measures for loess landslide[Ph. D. Thesis][D]. Chengdu：Chengdu University of Technology，2004.(in Chinese))
[4] 殷跃平，李廷强，唐军. 四川省丹巴县城滑坡失稳及应急加固研究[J]. 岩石力学与工程学报，2008，27(5)：971–978.(YIN Yueping，LI Tingqiang，TANG Jun. Landslide reactivation and emergency stabilization on Danba county town in Sichuan province[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(5)：971–978.(in Chinese))
[5] DU Y，YAN E，GAO X，et al. Identification of the main control factors and failure modes for the failure of Baiyuzui landslide control project[J]. Geotechnical and Geological Engineering，2021，39： 3 499–3 516.
[6] LUO J H，MI D C，HUANG H F，et al. Intelligent monitoring，stability evaluation，and landslide treatment of a carbonaceous mudstone and shale slope in Guangxi，China[J]. International Journal of Safety and Security Engineering，2020，10(3)：373–379.
[7] LUIGI G，PRINZI E P，DOMENICO C，et al. Kinematics and geologic control of the deep-seated landslide affecting the historic center of Buonalbergo，southern Italy[J]. Geomorphology，2021，394：107961.
[8] 王建明，崔新男，陈忠辉，等. 露天矿含后缘裂隙岩质边坡岩体卸荷断裂机制与稳定性研究[J]. 岩土工程学报，2023，45(2)：345–353.(WANG Jianming，CUI Xinnan，CHEN Zhonghui，et al. Study on the mechanism and stability of unloading fracture in rock slopes containing trailing edge cracks in open pit mines[J]. Chinese Journal of Geotechnical Engineering，2023，45(2)：345–353.(in Chinese))
[9] 刘新喜，夏元友，练操，等. 库水位骤降时的滑坡稳定性评价方法研究[J]. 岩土力学，2005，26(9)：1 427–1 431.(LIU Xinxi，XIA Yuanyou，LIAN Cao，et al. Research on method of landslide stability valuation during sudden drawdown of reservoir level[J]. Rock and Soil Mechanics，2005，26(9)：1 427–1 431.(in Chinese))
[10] 陈静曦，章光，袁从华，等. 顺层滑移路堑边坡的分析和治理[J]. 岩石力学与工程学报，2002，21(1)：48–51.(CHEN Jingxi，ZHANG Guang，YUAN Conghua，et al. Analysis and treatment of bedding-slip cut slope[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(1)：48–51.(in Chinese))
[11] SARKAR S，PANDIT K，DAHIYA N，et al. Quantified landslide hazard assessment based on finite element slope stability analysis for Uttarkashi——Gangnani Highway in Indian Himalayas[J]. Natural Hazards，2021，106(3)：1 895–1 914.
[12] DYKES A P，BROMHEAD E N. Hazards from lakes and reservoirs：new interpretation of the Vaiont disaster[J]. Journal of Mountain Science，2022，19(6)：1 717–1 737.
[13] ASHUTOSH T，NARAYAN A B，RAMJI D，et al. Geodetic investigation of landslides and land subsidence：case study of the Bhurkunda coal mines and the Sirobagarh landslide[J]. Survey Review，2020，52(371)：134–149.
[14] 中华人民共和国国家标准编写组. GB 50330—2013 建筑边坡工程技术规范[S]. 北京：中国建筑工业出版社，2014.(The National Standard Compilation Groups of the People?s Republic of China. GB 50330—2013 Technical code for building slope engineering[S]. Beijing：China Architecture and Building Press，2014.(in Chinese))
[15] 中华人民共和国国家标准编写组. JTG D30—2015 公路路基设计规范[S]. 北京：人民交通出版社，2015.(The Professional Standards Compilation Group of People?s Republic of China. JTG D30—2015 Specifications for design of highway subgrades[S]. Beijing：China Communications Press，2015.(in Chinese))
[16] 中华人民共和国行业标准编写组. DZ/T 0219—2006 滑坡防治工程设计与施工技术规范[S]. 北京：中国标准出版社，2006.(The Professional Standards Complication Group of People?s Republic of China. DZ/T 0219—2006 Specification of design and construction for landslides stabilization[S]. Beijing：Standard Press of China，2006.(in Chinese))
[17] 祝辉，唐红梅，李明，等. 重庆—贵州高速公路向家坡滑坡稳定性分析及防治对策研究[J]. 岩石力学与工程学报，2006，25 (增1)：2 687–2 693.(ZHU Hui，TANG Hongmei，LI Ming，et al. Stability analysis and preventive treatment measures to xiangjiapo landslide along Chongqing—Guizhou expressway[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.1)：2 687– 2 693.(in Chinese))
[18] 夏艳华，白世伟. 传递系数法在滑坡治理削坡方案设计中的应用[J]. 岩石力学与工程学报，2008，27(增1)：3 281–3 285.(XIA Yanhua，BAI Shiwei. Application of transfer coefficient method to scheme design of landslide treatment with slope cutting[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.1)：3 281–3 285.(in Chinese))
[19] 江德飞，何光春. 传递系数法与FLAC强度折减法比较分析——以猴子石滑坡分析为例[J]. 重庆交通学院学报，2005，24(1)：94–99.(JIANG Defei，HE Guangchun. Comparison and analysis of transfer cofficient methods and strength reduction methods of FLAC——An engineer example of Houzishi landslide[J]. Journal of Chongqing Jiaotong University，2005，24(1)：94–99.(in Chinese))
[20] 赵广春，徐光黎，苏爱军，等. 传递系数法在滑坡稳定性评价中的几个问题探讨[J]. 地球与环境，2005，33(增1)：7–11.(ZHAO Guangchun，XU Guangli，SU Aijun，et al. Discussion the question on the transmitting coefficients method for stability analysis[J]. Earth and Environment，2005，33(Supp.1)：7–11.(in Chinese))
[21] 徐青，陈士军，陈胜宏. 滑坡稳定分析剩余推力法的改进研究[J]. 岩土力学，2005，26(3)：465–470.(XU Qing，CHEN Shijun，CHEN Shenghong. Study on the improved residual thrust method for landslide stability analysis[J]. Rock and Soil Mechanics，2005，26(3)：465–470.(in Chinese))
[22] 时卫民，郑颖人，唐伯明，等. 边坡稳定不平衡推力法的精度分析及其使用条件[J]. 岩土工程学报，2004，26(3)：313–317.(SHI Weimin，ZHENG Yingren，TANG Boming，et al. Accuracy and application range of imbalance thrust force method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering，2004，26(3)：313–317.(in Chinese))
[23] 何木. 基于传递系数法的边坡稳定性可靠度分析及应用[硕士学位论文][D]. 成都：成都理工大学，2010.(HE Mu. Reliability analysis of the stability of slope based on transfer coefficient method and its application[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2010.(in Chinese))
[24] 方薇，孙正兵，何晓敏. 考虑整体力矩平衡的改进不平衡推力法[J]. 四川大学学报：工程科学版，2012，44(3)：42–46.(FANG Wei，SUN Zhengbing，HE Xiaomin. Improved imbalanced thrust force method(ITFM)considering overall moment equilibrium[J]. Journal of Sichuan University：Engineering Science，2012，44(3)：42–46.(in Chinese))
[25] 张景奎，王慧. 滑坡推力计算中传递系数法及其改进方法的探讨[J]. 工程与建设，2007，21(6)：932–934.(ZHANG Jingkui，WANG Hui. Discussion on transfer coefficient method and its improvement in landslide thrust calculation[J]. Engineering and Construction，2007，21(6)：932–934.(in Chinese))
[26] 赵尚毅，郑颖人，敖贵勇. 考虑桩反作用力和设计安全系数的滑坡推力计算方法—传递系数隐式解法[J]. 岩石力学与工程学报，2016，25(8)：1 668–1 676.(ZHAO Shangyi，ZHENG Yingren，AO Guiyong. Calculation method of landslide thrust considering the reaction force of piles and factor of safety—implicit solution using transfer coefficient[J]. Chinese Journal of Rock Mechanics and Engineering，2016，25(8)：1 668–1 676.(in Chinese))
[27] 王培勇，刘元雪，冉仕平，等. 基于传递系数法确定支护桩设计推力的新方法[J]. 四川大学学报：工程科学版，2010，42(6)：73–78.(WANG Peiyong，LIU Yuanxue，RAN Shiping，et al. A new method on ascertaining designed thrust for timbering pile based on transfer coefficient method[J]. Journal of Sichuan University：Engineering Science，2010，42(6)：73–78.(in Chinese))
[28] 许建聪，尚岳全，郑束宁，等. 不平衡推力法的弹塑性有限元改进[J]. 岩石力学与工程学报，2005，24(23)：4 247–4 252.(XU Jiancong，SHANG Yuequan，ZHENG Shuning，et al. Elastoplastic finite element improvement of imbalanced thrust force method[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(23)：4 247–4 252.(in Chinese))
[29] 邓永煌. 小角度底滑面滑坡稳定性分析方法—— 一种改进的传递系数法及其应用[J]. 人民长江，2015，46(4)：56–58.(DENG Yonghuang. Stability analysis method of bottom slip landslide with small dip angle：an improved transmitting coefficient algorithm and its application[J]. Yangtze River，2015，46(4)：56–58.(in Chinese))
[30] GUO M W，LI C G，WANG S L，et al. Vector-sum method for 2d slope stability analysis considering vector characteristics of force[J]. International Journal of Geomechanics，2019，19(6)：04019058.
[31] 李建明. 变倾角传递系数法及其在水电站滑坡分析中的应用[J]. 水电站设计，2010，26(4)：13–15.(LI Jianming. Variable dip transfer coefficient method and its application in landslide analysis of hydropower station[J]. Design of Hydropower Station，2010，26(4)：13–15.(in Chinese))
[32] 易朋莹，邓时义，吕涛. 传递系数法中条块间应力的探讨[J]. 工程地质学报，2012，20(4)：478–482.(YI Pengying，DENG Shiyi，LV Tao. Discussion of inter-slice action in transmitting coefficient method[J]. Journal of Engineering Geology，2012，20(4)：478–482. (in Chinese))