| 福州地铁1号线工程特性及地质风险研究 |
| |
| 引用本文： | 张庆林,詹晨曦,陈晔翔. 福州地铁1号线工程特性及地质风险研究[J]. 福建地质, 2014, 0(2): 142-148 |
| |
| 作者姓名： | 张庆林 詹晨曦 陈晔翔 |
| |
| 作者单位： | 福州大学;福州市建筑设计院;河海大学地球科学与工程学院; |
| |
| 摘 要： | 福州地铁1号线全线为地下建设,地铁路线主体车站与区间隧道工程均在巨厚淤泥层、富水砂层和花岗岩残积土层等地层中施工,通过研究福州地区特有的工程地质、水文地质等条件综合分析,认为盾构机在软硬不均地层、孤石地层,断裂带、富水砂层中穿越是隧道施工的主要风险源。根据地层的不同工程特性分析了在施工中可能引发的风险事故,同时提出了与之对应的风险措施。
|
| 关 键 词： | 工程施工 风险预测 应对措施 福州地铁 |
Study on Engineering Properties and Geological Risk of Fuzhou Metro Line 1 |
| |
| Affiliation: | Zhang Qinglin, Zhan Chenxi, Chen Yexiang, (1. Fuzhou University, Fuzhou, 350008, 2. Fuzhou Architectural Design Institute, Fuzhou, 350008, 3. Science and Engineering college of Hehai University, Nanjing, 211100) |
| |
| Abstract: | Full line of Fuzhou Metro Line 1is underground construction.The main station of railway line and tunnel engineering construction are in thick mud,water-rich sand and granite residual soil layer.Studying on engineering geological,hydrological and geological conditions of Fuzhou area unique,that shield machine corring in the hard uneven ground,boulder formation,fracture zone and water rich sand layer is the major risk sources of tunnel construction.The author analyzes that they may lead to in the construction of the risk of accidents,and puts forward the corresponding risk response measures. |
| |
| Keywords: | project construction risk prediction response measures Fuzhou subway |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
