Optimal Design of Post-Processing Technology Based on Bearing Capacity Control

Huai Feng Tong; Bing Xie

doi:10.4028/www.scientific.net/AMR.446-449.1731

Paper Titles

The Deformation Characteristics of Soft Clay under Cyclic Loading
p.1709

Semi-Active Vibration Control Structure with MR-TLCD under Wind Load
p.1713

Numerical Analysis of MMP Piling with Wet-Jetting Method
p.1718

Studies on the Index of Energy Momentary Change Rate for Sliding Base-Isolated Structures on Different Level of Friction Coefficient
p.1723

Optimal Design of Post-Processing Technology Based on Bearing Capacity Control
p.1731

The Study of Field Effect through Uniaxial Compression Experiment on Marine Recycled Concrete Specimen Based on DPDM Technique
p.1735

In Situ FT-IR Studies on the Urethane Reaction Kinetics of 3-Methyl-1,3-Butanediol in Nitrogen-Contained Solvent
p.1743

Seepage Analysis for Dashiban Landslide Applied Typical Rainfall
p.1747

Upper Bound Solution for Ultimate Bearing Capacity of Foundation Based on Unified Strength Theory
p.1751

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Optimal Design of Post-Processing Technology Based...

Optimal Design of Post-Processing Technology Based on Bearing Capacity Control

Abstract:

The optimal design theory of the post-processing technology of thick filling area is based on the characteristics of small non-sand concrete pile, to research the production and development process of stress and strain of foundation soil in the course of drilling and grouting, and thus to optimize the key technical parameters of the post-processing technology. In this paper, on the basis of the analysis of consolidation process and treatment mechanism of the post-processing under the conditions of saturated soft soil, the research of optimal design of the post-processing technology on the control of consolidation degree and bearing capacity is completed, which is of reference for the design and construction of the post-processing technology.