Retaining and Protection Design of One Complex Building's Deep Foundation Excavation

Ruo Yang Wu; Wei Bin Li; Zhong Zhang

doi:10.4028/www.scientific.net/AMM.353-356.278

Paper Titles

On Ground Settlement Rate Approach of Preloading Method
p.258

The Numerical Analysis of Gravel Pile Reinforcing Liquefiable Silt
p.265

Study on Deformation Property of Soft Soil Based on Neural Networks
p.270

Effect Analysis of Soil Improvement on Mechanical and Deformation Characteristics of Supporting Structure in Soft Area
p.274

Retaining and Protection Design of One Complex Building's Deep Foundation Excavation
p.278

Effect of Damping Ditch in Dynamic Compaction
p.284

Design and Test of Self-Draining Pile
p.289

Experimental Research on Coupling of Swelling Rock between Swelling and Creep
p.293

Prevention and Control Technology Research on Rock Burst of Fully Mechanized Caving Faces and Gob-Side Entry
p.303

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Retaining and Protection Design of One Complex...

Retaining and Protection Design of One Complex Building's Deep Foundation Excavation

Abstract:

A complex building's excavation has the characteristics of wide excavation area, irregular shape, and partly being surrounded by dense adjacent buildings. In addition, the excavation depths vary in different areas. According to the characteristics of the project and the situations of the construction plan, two schemes are discussed in this paper. Through the discussion, the relations between internal force of the retaining structure, the deformation, the surrounding settlement and the bracing structure are analyzed in details.