Experiment Research on Bored Pile with Post-Grouting Technology

Author:

Cheng Rui Chao1,Yu Xin1

Affiliation:

1. University of Science and Technology Liaoning

Abstract

The bearing capacity characteristics and side friction characters of post-grouting pile were studied in the static load test which included two piles with post-grouting or not. When the pile head settlements were same, the loads applied on the pile top were used to analyze the bearing properties of post-grouting pile. We got the ultimate side friction of post-grouting pile after fitting test curves of relations between friction resistance and displacement. The tests indicate that both the bearing capacity characteristics and side friction of post-grouting pile are increased in various degrees.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference4 articles.

1. Jinli Liu, Jingcheng Zhu: the post-pressure grouting technology of bored pile and its application (Building Science, China 1996), In Chinese.

2. Jian He: Experimental research on vertical bearing properties of base-grouting bored cast-in-place pile (Chinese journal of Geotechnical Engineering, China 2002), In Chinese.

3. Jinli Liu, in: Design And Calculation Of Pile Foundation, edtied by China Architecture &Building Press, BeiJing, CHN(2004) , In Chinese.

4. Shenggen Huang, Xiaowei Zhang, Hui Cao: Mechanism study on bored cast-in-place piles with post-grouting technology ( Rock and Soil Mechanics, China 2004) , In Chinese.

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