论文部分内容阅读
1 工程概况及工程地质条件分析拟建建筑物为 8层商住楼小区位于广东东江沿岸 ,据工程经验 ,单柱荷载一般为 2 50 0～ 350 0ｋＮ。据勘察院工程地质勘察报告 ,拟建小区内自上而下主要土层为 :①人工填砂及人工回填粉质粘土 ,松散状 ,新近回填 ;②— 1粘土 ,可塑～硬塑状 ,平均
1 Project Overview and Analysis of Engineering Geological Conditions The proposed building is an 8-storey commercial residential building located along the coast of Dongjiang, Guangdong. According to engineering experience, the single column load is generally 2 50 0 ~ 350 0kN. According to the survey report of the Engineering Geological Survey of the Investigation Institute, the main soil layers in the proposed community from top to bottom are: 1 artificial sand filling and artificial backfilling of silty clay, loose and newly backfilled; 2-1 clay, plastic to hard plastic, average