高层建筑塑玻土工筋带加筋垫层地基处理研究  

The research of high-rise building replacement layer of tensile reinforcement ground treatment applying of plastic-glass geobelt

作　　者：满媛[1] 崔燕伟[1,2] 

机构地区：[1]河南城建学院土木工程学院,河南平顶山467036 [2]北京工业大学工程抗震与结构诊治北京市重点实验室,北京100124

出　　处：《四川建筑科学研究》2015年第6期53-56,共4页Sichuan Building Science

摘　　要：结合工程实例,对塑玻土工筋带应用于高层建筑地基进行研究,分析筋带性能、间距、垫层厚度、土层参数、垫层特性等因素对高层建筑地基沉降的影响,并结合有限元软件进行模拟、分析,总结此种处理技术的施工方法、效果、优点,为工程设计和施工提供经验。Combining with engineering example, the paper studies the plastic-glass geobeh used in high-rise building foundation, analyses the performance of geobelt, spacing, the thickness of replacement layer, soil parameters, the characteristics of layer on the influence of high-rise building foundation＇s settlement, and uses ANSYS finite element software in simulating and analyzing, summarizes the construction methods, effects and advantages of the technology of ground treatment, provides experience in engineering design and construction.

关 键 词：地基处理 塑玻土工筋带 加筋垫层 有限元分析 高层建筑 

分 类 号：TU378[建筑科学—结构工程]