Numerical Simulation on the Dynamic Response of Buried Pipelines Subjected to Blast Loads
p.519
p.519
Orthogonal Analysis on T-Shaped Concrete-Filled Steel Tubular Column Seismic Performance Based on the Finite Element Analysis Results
p.523
p.523
Parameter Sensitivity and Reliability Analysis for Construction Control of Cable-Net Structure Supporting the Reflector of FAST
p.529
p.529
Research on Behavior of RCS Composite Joints
p.534
p.534
Research on Influence Factors of the Ultimate Bearing Capacity of the Soil of Push-Extend Multi-under-Reamed Pile under Compression
p.538
p.538
Research on Load Distribution Effect of Load Distributed Structure in the Complex Rotational and Translational Engineering
p.542
p.542
Research on the Connection Modes and Numerical Simulation Methods of RC Frame and Infill Wall
p.549
p.549
SAP2000 Analysis of a Particular Beam String Structure
p.555
p.555
Situation and Prospect of H-beam with Corrugated Web
p.559
p.559
Research on Influence Factors of the Ultimate Bearing Capacity of the Soil of Push-Extend Multi-under-Reamed Pile under Compression
Abstract:
In this paper, according to achievements about the failure behavior of soil around the Push-extended Multi-under-reamed Pile and the ultimate bearing capacity under compression, they are qualitative or quantitative analyzed that the variation factors affect the ultimate bearing capacity of the Push-extend Multi-under-reamed Pile, in order to further improve and revise the calculating formula for the ultimate bearing capacity of the Push-extend Multi-under-reamed Pile, and then to provide more reliable theoretical basis for the design of pile foundation.
You might also be interested in these eBooks
Info:
Periodical:
Advanced Materials Research (Volumes 671-674)
Pages:
538-541
Citation:
Online since:
March 2013
Authors:
Price:
Permissions: