吉林大学学报（地球科学版）
吉林大學學報（地毬科學版）
길림대학학보（지구과학판）
JOURNAL OF JILIN UNIVERSITY(EARTH SCIENCE EDITION)
2014年
6期
1936-1948,1949
,共14页
滑坡治理%稳定状态%工程治理效果%多因子多层次%综合评价%耦合权重
滑坡治理%穩定狀態%工程治理效果%多因子多層次%綜閤評價%耦閤權重
활파치리%은정상태%공정치리효과%다인자다층차%종합평개%우합권중
landslide treatment%steady-state%engineering treatment effect%multi-factors and multi-levels%comprehensive evaluation%coupling weight value
针对滑坡治理以后的稳定状态综合评价问题,从影响因素多因子多层次角度出发,构建综合评价决策模型,提出了滑坡治理稳定状态综合评价的耦合权重确定方法,即基于优先关系排序二元相对比较的权重计算确定方法,以避免一致性检验,减少评判的主观性,还采用程序编程语言编制了相应计算分析程序。在此基础上,结合杭金衢 K103滑坡的地形地质条件和工程治理情况,采用基于耦合权重的滑坡治理稳定状态综合评判方法,进行其历经治理的稳定状态分析和效果评价。研究结果表明：滑坡历经综合治理,所处的稳定状态等级区间为基本稳定状态(E I )；各项工程措施充分发挥功能效应,稳定系数由0.98提高至1.20,滑坡整体稳定,安全储备充足。
針對滑坡治理以後的穩定狀態綜閤評價問題,從影響因素多因子多層次角度齣髮,構建綜閤評價決策模型,提齣瞭滑坡治理穩定狀態綜閤評價的耦閤權重確定方法,即基于優先關繫排序二元相對比較的權重計算確定方法,以避免一緻性檢驗,減少評判的主觀性,還採用程序編程語言編製瞭相應計算分析程序。在此基礎上,結閤杭金衢 K103滑坡的地形地質條件和工程治理情況,採用基于耦閤權重的滑坡治理穩定狀態綜閤評判方法,進行其歷經治理的穩定狀態分析和效果評價。研究結果錶明：滑坡歷經綜閤治理,所處的穩定狀態等級區間為基本穩定狀態(E I )；各項工程措施充分髮揮功能效應,穩定繫數由0.98提高至1.20,滑坡整體穩定,安全儲備充足。
침대활파치리이후적은정상태종합평개문제,종영향인소다인자다층차각도출발,구건종합평개결책모형,제출료활파치리은정상태종합평개적우합권중학정방법,즉기우우선관계배서이원상대비교적권중계산학정방법,이피면일치성검험,감소평판적주관성,환채용정서편정어언편제료상응계산분석정서。재차기출상,결합항금구 K103활파적지형지질조건화공정치리정황,채용기우우합권중적활파치리은정상태종합평판방법,진행기력경치리적은정상태분석화효과평개。연구결과표명：활파력경종합치리,소처적은정상태등급구간위기본은정상태(E I )；각항공정조시충분발휘공능효응,은정계수유0.98제고지1.20,활파정체은정,안전저비충족。
In order to resolve the problem of steady-state comprehensive evaluation of landslide through engineering treatment,the model of comprehensive evaluation is constructed and used to implement steady-state decision analysis and treatment effect evaluation of landslide after comprehensive treatment.The determination method of coupling weight value which is based on precedence relation sequence and binary relative comparison is proposed. Simultaneously, the method which needn ’t consistency test can reduce subjectivity and improve scientific rationality.Moreover,in order to improve processing capability and computing speed of model,the calculation and analysis procedure is developed. Based on topography and geological condition and engineering treatment situation of K103 landslide along the highway of Hangzhou Jinhua Lishui,the method of comprehensive evaluation with coupling weight value for steady-state of landslide after treatment is applied in implementing steady-state analysis and treatment effect evaluation of landslide.The research results show that the landslide through comprehensive treatment is in stable state (E Ⅱ ).The various engineering measures exert functional effects fully,and safety factor of the landslide is improved from 0.98 to 1.20.After comprehensive treatment,the landslide is stable and safe.
