On the basis of detailed survey,an analysis is done of the geological conditions and stability of Xinlixiang slope in Dalian. the safety of each slope section dangerous sliding faces have been calculated with the laboratory test and experience parameter, and feasible management measure also have been proposed,lt is inlicated from perating result after treatment foe two year that the analysis and calculation method and parameters selected can conform to the practical situation,measures are reliable , effect is good and slope is stable.%在详细勘察的基础上,查明了大连新林巷边坡的工程地质条件,由边坡要素面的组合关系以及岩土发育状况利用赤平投影对该边坡各个坡段的稳定性进行了分析,找出了各坡段的不稳定因素。通过室内试验得到了该边坡及断层结构面岩土体的物理力学参数,利用室内试验参数通过计算得到了各个坡段不稳定滑面的安全系数,对该边坡的稳定性进行了综合评价。在此基础上,提出了该边坡的治理措施。
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