[1]王建智,侯恩科,杨更社,等.陕南山区滑坡灾害防治关键技术研究[EB/OL].(2013-03-11)[2025-01-23].https://kns.cnki.net/kcms2/article/abstract?v=-Y4qPNLDuvZI_D-grjxiHf8a4BwEEIhNSSyYWt3BD7eTpRBbEjxKjyMtPm52qUhGnSaVi8G1yVKu-DrYcCJEVrda2rJC1_tgQIzveGcTxzEdpWfvPIIpcuaNmanfvk1kzIPwNHzhXtbeb3tuOjfc7pmexLHiTc3lS0ipl48Cc4p91czvsrtYRw==&uniplatform=NZKPT&language=CHS.
[2]叶为民,孔令伟,胡瑞林,等.膨胀土滑坡与工程边坡新型治理技术与工程示范研究 [J].岩土工程学报,2022,44(7):1295-1309.
YE Weimin,KONG Lingwei,HU Ruilin,et al.New prevention and treatment techniques and their applications to landslides and engineering slopes of expansive soils[J].Chinese Journal of Geotechnical Engineering,2022,44(7):1295-1309.
[3]丁瑞瑞.微型桩加固浅层堆积层滑坡的技术经济评价研究[D].西安:西安工业大学,2016.
[4]PENG M.Study on optimal evaluation model of comprehensive treatment scheme for loess landslide[J].IOP Conference Series:Earth and Environmental Science,2019,242(5):052048.
[5]TIAN G S,GUO Z K,LI S X,et al.Optimization of tawa landslide treatment scheme based on the AHP-fuzzy comprehensive evaluation method[J].IOP Conference Series:Earth and Environmental Science,2020,598(1):012-032.
[6]ZHANG H,WANG J.Decision-making model for landslide prevention based on improved grey relational analysis [J].Geotechnical Testing Journal,2021,44(3):362-373.
[7]邵泳翔.堆积层滑坡设计的技术经济评价[D].西安:西安工业大学,2017.
[8]曾凯.基于层次分析-灰色关联法的低碳施工方案比选研究[D].长沙:长沙理工大学,2018.
[9]方前程,商丽.基于博弈论-云模型的露天矿岩质边坡稳定性分析[J].安全与环境学报,2019,19(1):8-13.
FANG Qiancheng,SHANG Li.Stability analysis of rock slope in open-pit mine based on game theory-cloud modeling[J].Journal of Safety and Environment,2019,19(1):8-13.
[10]李鹏翔.堆积层滑坡微型桩组合结构加固的技术经济研究[D].西安:西安工业大学,2023.
[11]向芸辛.三峡库区顺层岩质滑坡治理效果综合评价[D].重庆:重庆三峡学院,2023.
[12]宋军,尉壮岩,程英建,等.滑坡灾害治理工程效果评价方法初探 [J].钻探工程,2017,44(4):80-84.
SONG Jun,YU Zhuangyan,CHENG Yingjian,et al.Study on evaluation approach to the effect of landslide hazards prevention and control engineering [J].Drilling Engineering,2017,44(4):80-84.
[13]黄健,巨能攀.滑坡治理工程效果评估方法研究 [J].工程地质学报,2012,20(2):189-194.
HUANG Jian,JU Nengpan.Evaluation approach of counter measure efficiency for landslide hazards[J].Journal of Engineering Geology,2012,20(2):189-194.
[14]覃事河,周全,段斌,等.大渡河林邦滑坡体工程治理措施及效果评价 [J].人民长江,2023,54(增刊1):77-81,93.
QIN Shihe,ZHOU Quan,DUAN Bin,et al.Evaluation of management measures and effects of the Dadu River Limbang landslide project[J].Yangtze River,2023,54(Supplement 1):77-81,93.
[15]郑明新,殷宗泽,吴继敏,等.滑坡治理工程效果的模糊综合后评价研究[J].岩土工程学报,2006(10):1224-1229.
ZHENG Mingxin,YIN Zongze,WU Jimin,et al.Post-fuzzy comprehensive evaluation of effectiveness of landslide control[J].Chinese Journal of Geotechnical Engineering,2006(10):1224-1229.
[16]陈为公,张悦,张娜,等.基于改进灰色关联投影法的既有建筑节能改造方案选择 [J].沈阳大学学报(自然科学版),2022,34(4):306-313.
CHEN Weigong,ZHANG Yue,ZHANG Na,et al.Selection of energy saving retrofit programs for existing buildings based on improved gray correlation projection methods[J].Journal of Shenyang University(Natural Science),2022,34(4):306-313.
[17]郑明新,杨婧雯.基于AHP-CRITIC与TOPSIS的路基下穿高铁桥梁施工工法评价 [J].安全与环境学报,2023,23(8):2563-2571.
ZHENG Mingxin,YANG Jingwen.Evaluation of construction methods for roadbed underpassing high speed rail bridge based on AHP-CRITIC and TOPSIS[J].Journal of Safety and Environment,2023,23(8):2563-2571.
[18]张建明,侍克斌,巴合特别克·达拉依汗,等.基于改进博弈论组合赋权的引水隧洞TBM掘进效能评价模型[J/OL].武汉大学学报(工学版),1-14[2025-01-29].https://kns-cnki-net.webvpn.cueb.edu.cn/kcms/detail/42.1675.T.20240307.1154.004.html.
[19]刘至伟.大型牵引式土质滑坡灾变机制与治理措施研究[D].抚州:东华理工大学,2021.
[1]曹兰柱,赵立春,王东,等.含多弱层复合边坡滑坡治理三维数值分析[J].中国安全生产科学技术,2015,11(6):102.[doi:10.11731/j.issn.1673-193x.2015.06.016]
CAO La-zhu,ZHAO Li-chun,WANG Dong,et al.Three-dimensional numerical analysis on landslide control of composite slope with multiple weak layers[J].Journal of Safety Science and Technology,2015,11(5):102.[doi:10.11731/j.issn.1673-193x.2015.06.016]
[2]王飞,马裕超,张辉,等.基于区间概率优势决策模型的滑坡治理方案优选研究[J].中国安全生产科学技术,2019,15(8):88.[doi:10.11731/j.issn.1673-193x.2019.08.014]
WANG Fei,MA Yuchao,ZHANG Hui,et al.Research on optimization of landslide control scheme based on interval probability dominance decisionmaking model[J].Journal of Safety Science and Technology,2019,15(5):88.[doi:10.11731/j.issn.1673-193x.2019.08.014]