作　　者： ; ; ; ; ; (卓国忠）;

机构地区： 中国冶金科工集团有限公司中冶京诚工程技术有限公司

出　　处： 《岩土工程学报》 2010年第S2期375-378,共4页

摘　　要： 针对复杂建筑边坡的特殊性,采取了特殊设计:"特一级"建筑边坡定位,并在设计中予以体现;稳定分析添加了碎裂岩体高边坡的整体圆弧滑动模式;预应力锚索锚固长度上限按照笔者的研究成果采用K倍(K为安全系数)临界锚固长度;滑坡体上建筑采用综合安保措施;制定了竣工2年后的长期监测方案。特殊设计加上周密的整治措施,边坡加固效果良好,为城市复杂建筑边坡治理和相关规范提供了理论参考和工程经验。 Special designs are adopted according to the characteristic of the complex building slope:'special-class-one' building slope positioning which reflected in design;overall circular slide model of high slope with cataclastic rock is considered during stability analysis;K(safety coefficient) times critical anchoring length is used as the upper-limit of anchoring length for pre-stressed anchor based on the author's research;comprehensive security measures are adopted to protect the building on the landslide part;long-term monitoring plan is established which will be carried out in the following tow years after finishing.Slope is well reinforced through the special design and perfect treatment measures,which provides theoretical reference and project experience for the complex building slope treatment and relating technical code.

关 键 词： 建筑边坡 滑坡 整治 特殊设计

领　　域： [建筑科学] [建筑科学]