结合某土质边坡工程实例，运用瑞典条分法对其进行了稳定性计算，并根据计算结果提出了治理措施，结果表明，提出的截排水+格构梁预应力锚杆的支护方式能较好地增强边坡的稳定性，为类似工程提供了理论依据和借鉴。%Combining with the soil slope engineering example,the paper applies Swedish slice method and carries out stability computation,and puts forward processing measures according to the computation results. Results show that:the proposed support method of cut-off drainage+lat-ticed beam prestressed anchor can better enhance the slope stability,which has provided theoretical basis and guidance for similar engineering.
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