摘要
本文以安庆市市区规划范围的河漫滩的全新世芜湖组中软土为研究对象,通过地质钻探、静探、岩矿测试等技术方法,查明了②-3软土层和③-1软土层的分布及特征;以软土厚度单要素进行工程建设适宜性评价,将研究区划分为适宜级、基本适宜级、适宜性较差级及适宜性差级4个区域。
This paper focuses on the soft soil of the Holocene Wuhu Formation in the floodplain of Anqing City.Through geological drilling,static exploration,rock and mineral testing and other technical methods,the distribution and characteristics of the 2-3 and 3-1 soft soil layer were identified.A single factor of soft soil thickness evaluation was carried out toassess the suitability of engineering construction,and the study area was divided into four grades:suitable grade,basic suitable grade,poor suitable grade,and unsuitable grade.
作者
周盛红
ZHOU Shenghong(No.326 Geological Team,Bureau of Geology and Mineral Exploration of Anhui Province,Anqing 246000,Anhui,China)
出处
《资源信息与工程》
2023年第3期36-40,共5页
Resource Information and Engineering
关键词
软土
地质特征
工程建设
适宜性评价
安庆市
soft soil
geological characteristics
engineering construction
suitability evaluation
Anqing City
