Risk analysis of overlength bored piles construction
on complicated geological conditions
|更新时间:2026-06-25
|
Risk analysis of overlength bored piles construction
on complicated geological conditions
Vol. 27, Issue S1, (2006)
作者机构:
1. 山东大学,济南,250061
2. 山东省冶金设计院,济南,250061
3. 山东省滨州市公路局,滨州,256600
作者简介:
基金信息:
DOI:
CLC:TU71
Online First:15 December 2006,
Published:2006
稿件说明:
移动端阅览
WANG You-zhi, CHANG Xiao-li, WANG Xiao-ping. Risk analysis of overlength bored piles construction
on complicated geological conditions[J]. 2006, 27(S1).
DOI:
WANG You-zhi, CHANG Xiao-li, WANG Xiao-ping. Risk analysis of overlength bored piles construction
on complicated geological conditions[J]. 2006, 27(S1).DOI:
Risk analysis of overlength bored piles construction
on complicated geological conditions
It has apparently high risk for bored bottling pile construction in super bridge foundation construction. The full understanding of risk source
the implementation of risk assessment and risk analysis
the prompt prevention and elimination of construction risk have vital significance. As for the Fuchun River great Bridge Project
it was analyzed for contractors that the risk in cross-river bridge foundation construction on complicated geological conditions. From the project management
risk factors were particularly discussed for project cost
progress and quality in over-length bore bottling pile construction. In order to profit construction management
promote project benefit and accelerate the development of risk management
a multilayer fuzzy synthesis evaluation model has been established for the bridge project risk.