Stability Evaluation Method of Hole Wall for Bored Pile under Blasting Impact

Symmetry

Yun Sun¹  Zhikun Ba¹  Xi Peng¹  Zhuo Zhao¹  Qiuwei Yang¹ 

[1] School of Civil and Transportation Engineering, Ningbo University of Technology, Ningbo 315211, China;

关键词: axisymmetric;    bored pile;    hole wall;    stability evaluation;    blasting impact;    strength condition;   

DOI  :  10.3390/sym14010079

来源: DOAJ

【 摘 要 】

Blasting impact load may be encountered during the construction of some pile foundation projects. Due to the effect of blasting impact, hole collapse can easily occur in the hole-forming stage of pile foundation construction. In order to prevent hole collapse, it is very necessary to evaluate the stability of a pile hole wall before pile foundation construction. The calculation of hole collapse can usually be attributed to an axisymmetric circular hole stress concentration problem. However, the existing collapse failure theory of pile hole hardly considers the effect of blasting impact load. In view of this, this paper proposes the stability evaluation method of a pile hole wall under blasting impact. Compared with the existing collapse failure theory, the proposed method fully considers the effect of blasting impact stress. Using Mohr–Coulomb strength theory and symmetry analysis, the strength condition of collapse failure is established in this work for accurate evaluation of the stability of a hole wall. The proposed stability evaluation method is demonstrated by a pile foundation construction project of a bridge. Moreover, a shaking table test on the pile hole model was performed to verify the proposed method by experimental data. The results indicate the effectiveness and usability of the proposed method. The proposed method provides a feasible way for the stability analysis of a pile hole wall under blasting impact.

【 授权许可】

Unknown