黃土路塹邊坡穩(wěn)定影響因素及加固效果分析

打開文本圖片集

中圖分類號：U418.9 文獻標志碼：A 文章編號：2095-2945(2025)14-0126-04

1,1,1，2（1.， 048000；2.省交通科技研發(fā)有限公司，）

Abstract:Basedonthefiniteelementstrengthreductionmethod,theslopestabilityunderdiferentfactorsisstudiedforthe structuralformsofShanxitypicalloessroadcutslope.Thesafetyfactorandoveralldeformationcharacteristicsofslopebefore andafterreinforcementareanalyzed,andtheinfluencelawofsidesloperatioandsoilstrengthparametersonslopestabilityis discused.Theresultsshowthatwhentheloesssidesloperatiois1:0.75,theslopestabilitycoeficientis1.15,andtheslope stabilityisimprovedwhentheconcretefotwallisusedtostrengthentheslop,andthemaximumdeformationandplasticstrain areaoftheslopearemovedup.Thesafetyfactorofslopestabilityincreasesgraduallywiththeincreaseofsloperate，andthe total displacement of slope foot decreases by 4.5% ， 45.5% and 63.6% respectivelywhen slope rate is1:0.8,1:0.9 and 1:1.0 compared with 1:O.75;When the attenuation coefficients of soil strength are 95% and 90% respectively,the total displacement of slope deformation increases by 68.2% and 227.3% compared to when there is no attenuation.

Keywords:cutingslope;stability;deformationcharacteristic;numerical model;finiteelement strengthreductionmethod

邊坡穩(wěn)定性分析是確定邊坡是否處于穩(wěn)定狀態(tài)，是對其進行加固與治理的重要決策依據(jù)，是邊坡研究的核心問題。（剩余4641字）