山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
29期
66-67
,共2页
边坡%稳定性评价%治理措施
邊坡%穩定性評價%治理措施
변파%은정성평개%치리조시
slope%stability evaluation%processing measures
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。
結閤某土質邊坡工程實例,運用瑞典條分法對其進行瞭穩定性計算,併根據計算結果提齣瞭治理措施,結果錶明,提齣的截排水+格構樑預應力錨桿的支護方式能較好地增彊邊坡的穩定性,為類似工程提供瞭理論依據和藉鑒。
결합모토질변파공정실례,운용서전조분법대기진행료은정성계산,병근거계산결과제출료치리조시,결과표명,제출적절배수+격구량예응력묘간적지호방식능교호지증강변파적은정성,위유사공정제공료이론의거화차감。
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.