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80~81 [49]韓晨偉,龍背灣水電站發(fā)電廠房邊坡穩(wěn)定性分析研究[D],2019,河北工程大學(xué)。 [50]秦琳,陸國,宋連浩。關(guān)于邊坡穩(wěn)定性分析方法的比較[J].低溫建筑技術(shù),2019,01:106~107 [51] Yamagami T,Ueta for critical slip line in finite element stress fields by dynamicprogramming [A].Rotterdam of sixth International Conference on NumericalMethods in Geomechanics [C].Balkema:1988,1334~1339 [52]付曉強(qiáng)。露天礦山爆破振動信號分析與邊坡穩(wěn)定性數(shù)值模擬研究[D].太原理工大學(xué),2019. [53]韓現(xiàn)民,李占金,甘德清,李曉。露天轉(zhuǎn)地下礦山邊坡穩(wěn)定性的數(shù)值模擬與敏感度分析[J].金屬礦山,2019,06:8~12. [54] Jayanti Mandasari,Mimi Arifin,Mukti Arrangement Based on LandslideMitigation (Case Study:Capagallung,West Bacukiki District,City of Parepare)[J].Procedia Social and Behavioral Sciences,2019:227~228 [55] Aniruddh and mitigation strategy for major landslideprone areas:A casestudy of Varunavat Parvat landslide in Uttarkashi township of Uttarakhand (India)[J].Disaster Prevention and Management,2019,17(5)。 [56] Ashish Kumar techniques of slope stabilization and landslidemitigation[J].Disaster Prevention and Management,2019, (3) [57]陳祖煜。土質(zhì)邊坡穩(wěn)定分析原理方法程序[M].北京:中國水利水電出版社,2019 [58]劉萬杰,淺談邊坡工程穩(wěn)定性及處治對策[J].黑龍江交通科技,2019(07):18~19 [59]趙煒,孟林。黃土邊坡穩(wěn)定性分析方法的比較研究[J].山西建筑,2019,13:77~78 [60] Chaojun Ouyang,Qiang Xu,Siming He,Yu Luo,Yong generalized limit equilibriummethod for the solution of active earth pressure on a retaining wall[J].Journal of MountainScience,2019, (6),pp:1018~1027 [61]高明靜,謝大偉,淺談邊坡穩(wěn)定性及處治對策[J].科技資訊,2019(09):45~46 [62]張彩雙,土石壩動力穩(wěn)定的強(qiáng)度折減法研究[D],大連理工大學(xué),~78 [63] Vikram Gupta,Rajinder ,Amir ,Vipin Kumar,. Saini,Thomas element analysis of failed slope by shear strength reduction techniqe:a case study for Surabhi Resort Landslide, Mussoorie township,Garhwal Himalaya[J].Geomatics,Natural Hazards and Risk,2019, (5), pp:1677~1690 [64] Guoqing Chen,Runqiu Huang,Qiang Xu,Tianbin Li,Minglei Zhu. Progressive modellingof the gravityinduced landslide using the local dynamic strength reduction method[J].Journal of Mountain Science,2019, (4), pp:532~540 [65]欒茂田,武亞軍與年廷凱,強(qiáng)度折減有限元法中邊坡失穩(wěn)的塑性區(qū)判據(jù)及其應(yīng)用[J].防災(zāi)減災(zāi)工程學(xué)報,2019(03):1~8 [66] Yiliang Tu,Xinrong Liu,Zuliang Zhong,Yayong Li. New criteria for defining slope failureusing the strength reduction method[J]. Engineering Geology,2019, [67]張斌,基于能量原理的有限元強(qiáng)度折減法分析邊坡穩(wěn)定[D],同濟(jì)大學(xué),~100 [68]吳麗君,有限元強(qiáng)度折減法有關(guān)問題研究及工程應(yīng)用[D],中南大學(xué),~95 [69]李 俊 , 地 震 作 用 下 邊 坡 安 全 系 數(shù) 確 定 方 法 的 研 究 及 其 應(yīng) 用[D], 重 慶 交 通 大學(xué),~91 上一頁123 22