摘要
结合从化温泉镇区域范围内地质类型大致相同、土层分布相近的10个工程实例,分别对天然地基进行了轻型动力触探试验与平板载荷试验,并对2种试验结果进行对比分析以及回归分析,推定该区域内的砂质黏性土的轻型动力触探锤击数标准值和地基承载力特征值的关系。
Combined with 10 engineering examples of Conghua Wenquan Town with similar geological types and soil distribution,light dynamic penetration test and plate loading test are carried out on natural foundation respectively.The comparison and regression analysis of the two test results are carried out to deduce the relationship between the standard value of light dynamic penetration test hammering number and characteristic value of subgrade bearing capacity.
作者
王伟锋
Wang Weifeng(Conghua District of Guangzhou City for Supervision and Examination Department of Construction Guangzhou 510900,China)
出处
《广东土木与建筑》
2019年第6期73-75,79,共4页
Guangdong Architecture Civil Engineering
