检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:赖绍雄 LAI Shaoxiong(Zhangzhou State-owned Assets Supervision and Administration Commission,Zhangzhou Fujian 363000,China)
机构地区:[1]漳州市国有资产监督管理委员会,福建漳州363000
出 处:《工程质量》2025年第3期59-63,共5页Construction Quality
摘 要:通过对漳州某基坑工程案例设计全过程的讨论分析,较为详细介绍了支护结构方案选取、现场试验检测、方案确定后的基坑设计计算建模和验证过程,同时结合不同施工阶段基坑变形的三维有限元模拟结果及对基坑变形、支护结构内力的现场测试结果汇总分析,表明反映基坑稳定的各项变形及力学参数均满足规范允许范围内要求。本基坑工程设计获得成功,所获得的经验,可为在当地软土基坑工程中的推广和应用提供参考。Through the discussion and analysis of the whole design process of a foundation pit project in Zhangzhou,the paper introduces in detail the selection of supporting structure scheme,field test detection,calculation modeling and verification process of foundation pit design after the scheme is determined,and combines the three-dimensional finite element simulation results of foundation pit deformation in different construction stages and the summary analysis of field test results of foundation pit deformation and internal force of supporting structure.The results show that the deformation and mechanical parameters of the foundation pit stability meet the requirements allowed by the code.The design of the foundation pit is successful.The experience obtained can provide reference for its popularization and application in the local soft soil foundation pit engineering.
分 类 号:TU753[建筑科学—建筑技术科学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:3.133.83.123