长江科学院院报 ›› 2011, Vol. 28 ›› Issue (1): 71-77.

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深开挖降水之可靠度分析

赵晓周,秦中天,苏鼎钧   

  1. 亚新工程顾问股份有限公司,台北 10557
  • 出版日期:2011-01-01 发布日期:2012-09-06

Reliability Analysis on Groundwater Drawdown in Deep Excavation

Hsiao-chou Chao, Chung-Tien Chin, Ting-Chun Su   

  1. Moh and Associates, Inc., Taipei 10557 , China
  • Online:2011-01-01 Published:2012-09-06

摘要: 在台北盆地大型深开挖工程中,抽降开挖面下方景美砾石层地下水头为维持开挖区之稳定性及减缓上举破坏之风险常采用的措施。通常,配合大型深开挖工程抽降景美砾石层地下水时 , 因抽水量大、抽水时间长、且须额外之配电及排水设施,因此相关工程费用相当显著。景美砾石层系盆地东南侧古新店溪搬运之砾石泥砂沉积后所形成之扇状砾石层,上覆数十米厚,由后续之湖相沉积所形成之砂泥质松山层。受到厚度分布及材料粒径组成之差异性影响,景美砾石层在盆地不同位置处水理系数之差异性极大。受此不确定性之影响,以传统的决定性方法欲准确地推估开挖稳定所需地下水头之泄降量并不容易。由对台北盆地某深开挖基地上举稳定之可靠度分析结果得知,在不同之不确定条件下,即使安全因数之计算结果大致相同,但由于系统之可靠度会随不确定条件而改变,因此即使设计结果符合规范亦不能保证系统之可靠度是可以接受的。此外,敏感度分析结果显示,在地层厚度、土壤密度、水头高、导水系数及贮水系数等分析参数中,景美砾石层导水系数及水头高度的不确定性对设计结果的影响最为显着,若能降低这些参数的不确定性,将可明显提高设计结果的可靠度。

关键词: 可靠度分析 , 蒙地卡罗仿真 , 景美砾石层 , 深开挖 , 地下水抽降

Abstract: In Taipei Basin, groundwater head drawdown of Chingmei gravel layer is a measure often adopted for maintaining stability and retarding damage of large  scale deep excavation. Huge groundwater pumping amount, long operational duration, and expensive electrical and dewatering facilities associated with man ' s activities significantly affect project costs. The composition of Chingmei formation varies throughout Taipei Basin, and thus the hydrological parameters differ significantly in regions. To meet the practical requirements, the reliability method was applied such that those uncertainties can be evaluated from the perspective of probability. Results of reliability analyses of the piezometric head drawdown of Chingmei formation for deep excavations indicated the probability of failure or factor of safety being less than one varies with uncertain conditions whereas the mean values of the factor of safety are only insignificantly affected by these uncertainties. In addition, results of analyses showed design results are most sensible to transmissibility and piezometric head. Thus, design reliability can be improved by mitigating the uncertainties of these parameters.

Key words: reliability analysis ,    Monte Carlo simulation  ,   Chingmei gravel layer  ,   deep excavation  ,   drawdown of groundwater

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