The Grouting Bored Pile Perfusing Pile Bearing Capacity after Effect Factors of the Finite Element Analysis

Author:

Li Shao He1,Lin Qun Xian1

Affiliation:

1. Zhejiang Industry Polytechnic College

Abstract

This article take the Zhejiang some project engineering geology condition as a background, Through comparative analysis with single pile load, determine the model parameters of ANSYS finite element, The ANSYS finite element model of single pile, Respectively on the Grouting pile and Grouting for grouting of pile modulus change and Grouting in body size and changes of modulus of pile-end soils and a series of comparative analysis of the situation and analysis on bearing capacity of bored pile tip Grouting influence factors and of the main causes, draw some useful conclusions.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference7 articles.

1. Huang Sheng-gen; Gong Wei-ming. Study on bearing behavior of super long–large diameter piles after grouting[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 113-117 (In Chinese).

2. Hao Zhe, Wang Jieqiang. Theoretical study of osmotic grouting in rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2001,20(4):492-496(In Chinese).

3. Ruan Wen-jun. Research on diffusion of grouting and basic properties of grouts [J]. Chinese Jounal of Geotechnical Engineering, 2005, 27(l): 69-73(In Chinese).

4. Yang Mijia; Chen Mingxiong; He Yongnian. Current research state of grouting technology and its development direction in future[J]. Chinese Journal of Rock Mechanics and Engineering, ,2001,20(6):839-841(In Chinese).

5. Zhang zhongmiao. After filling pile grouting technology and engineering applications [M]. beijing:China architecture &building press, 2009(In Chinese).

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