CAJ | 학술논문

通过桥墩镇滑坡地质灾害工程地质条件及滑坡稳定性分析评价,表明该滑坡在天然状态下处于整体暂时稳定～变形状态,在饱水状态下处于整体变形-滑动状态。为了保证滑坡下方居民生命财产和道路安全运营,本着＂安全、环保、有效、经济＂的治理原则,选择两种可行方案进行方案比选和治理效果安全系数计算分析,结合滑坡环境条件,推荐采用坡脚抗滑桩支挡坡面锚索墩加固方案。
통과교돈진활파지질재해공정지질조건급활파은정성분석평개,표명해활파재천연상태하처우정체잠시은정～변형상태,재포수상태하처우정체변형-활동상태。위료보증활파하방거민생명재산화도로안전운영,본착＂안전、배보、유효、경제＂적치리원칙,선택량충가행방안진행방안비선화치리효과안전계수계산분석,결합활파배경조건,추천채용파각항활장지당파면묘색돈가고방안。
Analysis and assessment of engineering geological conditions of a landslide and its stability in Qiaodun Town indicate that the landslide naturally stays as a whole in provisionally stable-deformational state,and becomes entirely deformational-sliding in saturated state.To safeguard people＇s lives and properties and ensure the road open to traffic in safety,according to the rule for treatment ＂safety,environmental protection,effectiveness and economy＂,two schemes are provided for comparing treatment result and safety coefficient calculations.With landslide environmental condition being taken into consideration,footslope anti-slide pile retaining and slope surface anchor pier reinforcement are proposed.