Taizhou Bridge South Anchor Caisson Construction Drainage System Optimization Model of Settlement and Deformation as Constraint Conditions

Yan Rong Zhao; Zhi Fang Zhou

doi:10.4028/www.scientific.net/AMR.250-253.1334

Paper Titles

Dynamic Numerical Simulation for the Problem of Tunnel Rock Mass Large Deformation of a Hydropower Project in the Upper Reaches of Lancang River
p.1315

Survey on Factors Affecting Impermeability of Waterproof Concrete
p.1320

Discussion on the Cohesive Strength of Sand
p.1324

Establishment of Vibration Differential Equation and Analysis of Dynamics Characteristics for Curved Beam
p.1329

Taizhou Bridge South Anchor Caisson Construction Drainage System Optimization Model of Settlement and Deformation as Constraint Conditions
p.1334

A New Elastic-Plasticity Yield Criterion for Rock and Soil
p.1342

Analysis of the Effect of Stopping Dewatering on Group Piles Foundation
p.1348

Finite Element Numerical Simulation Analysis on Strengthening High Gravity Abutment Using Carbon Fiber Sheet
p.1356

Evaluation for Dynamic Performance of Simple-Continuous Bridge
p.1360

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Taizhou Bridge South Anchor Caisson Construction...

Taizhou Bridge South Anchor Caisson Construction Drainage System Optimization Model of Settlement and Deformation as Constraint Conditions

Abstract:

Since construction drainage will inevitably cause ground settlement, it is necessary that a system optimization model is established with source (sink) distribution and intensity being the object function, minimum requirements of settlement and deformation of surroundings caused by draining and dynamic water levels during different working procedures being constraints, and the design parameter of pumping (injection) wells being the variable. The system optimization model solved the problem of which Taizhou bridge south anchor caisson foundation construction drainage induced settlement, so as to lower the damage of surrounding buildings. So the system optimization model provides a new method for active control over settlement during draining. Such a method of drainage based on system optimization model should be of significance for similar projects involving drainage.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1334-1341

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.1334

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Online since:

May 2011

Authors:

Yan Rong Zhao, Zhi Fang Zhou

Keywords:

Caisson of South Anchorage, Construction Drainage, System Optimization Model, Taizhou Bridge

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