Comprehensive Assessment Method for Pile Construction Quality Based on Analytic Hierarchy Process

Yong Chun Cheng; Hong Bin Guo; Xian Qiang Wang; Yu Bo Jiao

doi:10.4028/www.scientific.net/AMR.838-841.245

Paper Titles

Influence of Concrete Pouring Sequence on Stability of Different Height High-Formwork Support System
p.227

Parametric Analysis on Incrementally Launched Construction for Concrete Box Girder
p.231

Chinese Construction Enterprises HSE Management
p.237

A New Construction Process in Core Wall of High-Rise Building: Core Structure Succeeding Method
p.241

Comprehensive Assessment Method for Pile Construction Quality Based on Analytic Hierarchy Process
p.245

Loader Boom Reliability Analysis with Artificial Neural Network Method
p.250

Nonstationary Problem Moisture Elasticity for Nonhomogeneous Hollow Thick-Walled Sphere
p.254

Risk Analysis of Rapid Construction Schemes Based on the Fuzzy Theory
p.259

Fatigue Life Numerical Prediction of Butt Welded Plate under Cyclic Loading
p.265

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Comprehensive Assessment Method for Pile...

Comprehensive Assessment Method for Pile Construction Quality Based on Analytic Hierarchy Process

Abstract:

In this paper, a new comprehensive assessment method of pile construction quality based on analytic hierarchy process is proposed considering that the current specification is uncertain about quality assessment. This method establishes the comprehensive assessment index system of pile construction quality taking account of the influence of the pile velocity, pile length, geological condition, bridge importance level, pile defects and other parameters on pile construction quality assessment. It constructs pile construction quality assessment model through determining the weight of each index based on analytic hierarchy process to improve the evaluation method of pile construction quality. The good results achieved in practical engineering demonstrate that the proposed method possesses favorable accuracy.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

245-249

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.245

Citation:

Cite this paper

Online since:

November 2013

Authors:

Yong Chun Cheng, Hong Bin Guo, Xian Qiang Wang, Yu Bo Jiao*

Keywords:

Analytic Hierarchy Process (AHP), Assessment Method, Construction Quality, Pile

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Xin Gong, The Experimental Research for the Pile Length in Site by Low Strain Dynamic Testing[D]. Nanchang: Nanchang University, (2007).

Google Scholar

[2] Zhanhai He. The Theory and Practice of Low Strain Reflected Wave Testing for Integrity of Pile Shaft [D]. Tianjin: Tianjin University, (2005).

Google Scholar

[3] Qiying Cai. Pile Defects Diagnosis Based on Wavelet Analysis and Neural Network [D]. Quanzhou: Huaqiao University, (2001).

Google Scholar

[4] Shengying Zhi, JianhuaWang. Application of Saturated Soil Shear Wave Velocity in Quantitative Analysis of Pile Defects [J]. Chinese Journal of Geotechnical Engineering, (2009).

Google Scholar

[5] Qiang Li, Guihua Wang. Research on Pile Longitudinal Vibration Characteristics Based on Simplified Saturated Soil Radial Movement [J]. Journal of Basic Science And Engineering, (2008).

Google Scholar

[6] Xindi Ma. Quantitative Research of Reflected Wave Used in Testing Integrity of Pile [M]. Xi'an: Xi'an Architecture University, (2009).

Google Scholar

[7] Yiquan Chen, Zhiguo Ren，Dongjia Liu. Simulation and Calculation of Transient Longitudinal Vibration of Non-integrate Piles [J]. Journal of Hefei University of Technology (Natural Science Edition), (2004).

Google Scholar