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
机构地区:[1]中国建筑科学研究院地基基础研究所,北京100013 [2]湖北省地质勘察基础工程公司,湖北武汉430070
出 处:《施工技术》2015年第19期87-90,共4页Construction Technology
摘 要:对利比亚Sidi Alsaeh地区10 000套住宅项目强夯处理地基进行了标准贯入试验研究,并采用不同尺寸的方形承压板对强夯处理前、后挖方和填方区域地基进行浅层平板载荷试验,得出了标准贯入试验检测Sidi Alsaeh风积砂强夯处理地基是可行的。Sidi Alsaeh地区标准贯入试验锤击数与地基承载力存在相关性,通过浅层平板载荷试验确定的地基承载力与压板影响深度的标准贯入试验锤击数珚N的趋势性关系,确立了深层标准贯入试验锤击数N的检测标准。The standard penetration test did with the dynamic compaction ground treatment of the project named 10 000 sets of residential in the district Sidi Alsaeh,Libya. At the same time,the shallow plate load test was used to the excavation and fill area before and after dynamic compaction process used the different sizes square bearing plate. The experimental data shows that the wind-blown sand compaction ground treatment by the standard penetration test is feasible in Sidi Alsaeh. It found a correlation between the standard penetration test hammer number and the bearing strength of the ground in Sidi Alsaeh area.According to trend relationship of the foundation bearing capacity by the shallow plate loading test determined and the platen impacting depth of the standard penetration test hammer number 珚N,it can be established the test standard of the deep standard penetration test hammer number N.
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:216.73.216.31