On-Site In-Suit Test Research of Horizontal Bearing Capacity on Inclined Steel Pipe Piles

Zhao Qing Zhu; Wei Ming Gong

doi:10.4028/www.scientific.net/AMR.261-263.1594

Paper Titles

Analysis into How to Determine the Spring Constant of Groundwork in Design of Underground Structure
p.1573

Numerical Analysis on Interaction of Superstructure-Piled Raft Foundation-Foundation Soil
p.1578

Strength Design of Reinforced Soil in the Front of Shield Departure Shaft
p.1584

Mechanism Study on Transformation of Landslide into Debris Flow based on Coulomb Particle Flow Theory
p.1589

On-Site In-Suit Test Research of Horizontal Bearing Capacity on Inclined Steel Pipe Piles
p.1594

Study on Grain Breakage in Triaxial Test of Rockfill Material
p.1598

Analysis of Supporting Rock Structure during Overlying Strata Movement in Shallow Seam Stope
p.1603

The Finite Element Analysis on Foundation Supported with Composite Soil Nailing
p.1608

Numerical Simulation of the Forming and Failure Process of Soil Arching Between Anti-slide Piles
p.1614

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On-Site In-Suit Test Research of Horizontal Bearing Capacity on Inclined Steel Pipe Piles

Abstract:

The in-situ tests of horizontal bearing capacity on inclined steel pipe piles were conducted in the sea near Shanghai. Based on the field experiment with the lateral unidirectional and single cycle loading test method, this document presents the horizontal displacement and bearing capacity on the inclined steel pipe piles with negative and positive inclination angles. And the horizontal bearing capacity of the steel pipe pile with positive inclination angle is larger than the one with negative inclination angle. And the tests results can be provided for similar engineering reference.