摘要
针对北京地铁“复-八”线王府井站西南风道施工过程中的降水问题及由降水引起的沉降计算问题进行讨论。通过自编的程序对“承压-潜水”井的降水过程进行计算,并与3D-Flow的计算结果进行了比较。并计算了由于降水而引起的地面沉降。
The dewatering and calculations of the settlement due to well-point dewatering during constructing the southwest wind tunnels of Beijing "Fu-Ba line" Wangfujing Subway Station are discussed. The water table fall of "confined-unconfined well" is calculated by self-developed program, the result of which is compared with that using "3D-Flow" program. Settlement due to water table fall is also calculated.
出处
《福建工程学院学报》
CAS
2006年第3期299-303,共5页
Journal of Fujian University of Technology
基金
国家自然科学基金资助项目(50208001)
关键词
井点降水
承压-潜水井
沉降
well-point dewatering
confined-unconfined well
settlement