摘要
通过对延安市硝铵厂合成氨、碳铵技改项目的地基岩土工程勘察 ,以室内常规土工试验为主 ,结合原位测试 ,依据规范对岩土参数进行分析与选用 ,得出地基土的承载力、压缩性及湿陷性等物理力学参数 ,定性与定量评价了地基土的稳定性 ,初步提出了地基处理方案 ,为建筑施工图设计提供了详细的工程地质资料。
Through the geotechnical engineering exploration of the foundation in technical reformation project in Yan'an nitramines plant the rock soil parameters are chose and analyzed according to codes and based on geotechnic test indoor. Several parameters such as bearing capacity, compressibility and collapsibility of foundation are acquired. The stability of foundation soil is qualitative and quantitative evaluated. The primary treatment plan for foundation is put forward to bring engineering geology datum for construction design.
出处
《山西建筑》
2002年第5期34-35,共2页
Shanxi Architecture
关键词
承载力
强夯
湿陷系数
压缩系数
桩
bearing capacity, dynamic consolidation, collapsible coefficient, compression coefficient, pile
