Research of Manually Excavated Pile Support for Large Foundation Pit

Zhi Yong Deng

doi:10.4028/www.scientific.net/AMM.238.799

Paper Titles

Numerical Analysis of Effect of Blasting Vibration on Adjacent Roadway in 858 Mines
p.783

Analysis of Plastic-Zone Radius Influenced by Mechanical Parameters in Tunnel Excavation and Support
p.787

Introduction of NO-NO₂-O₃ Recycle into Model for Air Pollutant Dispersion from Tunnel Portals
p.791

Underground Space Form Design of Large Centrifugal Shaker System and Analysis of Machine Foundation Vibration
p.795

Research of Manually Excavated Pile Support for Large Foundation Pit
p.799

Analysis of Settlement Reasons and Mechanism in Immersed Tunnel
p.803

Monitoring Analysis on Tunnel Portal Shallow Burying Segment of Center Diaphragm Construction Method
p.808

Stability Analysis of Underground Caverns by Jointed Finite Element Method
p.814

Controlling Criterion for Differential Settlement of Widened Expressway
p.818

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Research of Manually Excavated Pile Support for...

Research of Manually Excavated Pile Support for Large Foundation Pit

Abstract:

For the large foundation pit, if the soil condition is good, the manually excavated pile support can be used. Based on the foundation pit from one office building project in Ningbo, this paper analyzes the details of the manually excavated pile support, and also analyzes the layout, structural measures and support construction method. This support method will be used more and more widely in the excavation of large foundation pit.