An Optimization and Adjustment Method of Pile Orientation for a Pile-Supported Wharf Based on a Genetic Algorithm

Author:

Cui Guan-Chen1ORCID,Liang Ting1ORCID,Han Guo-Feng23ORCID

Affiliation:

1. China Communications Construction First Harbor Consultants Co., Ltd, Tianjin 300222, China

2. Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China

3. School of Engineering Science, University of Chinese Academy of Sciences, Beijing 100049, China

Abstract

The pile-supported wharf is widely used in port wharf design due to its excellent adaptability. However, it may intersect in space because a large number of batter piles are used. In the design process of the pile-supported wharfs, pile orientation adjustment is an essential process to avoid pile intersection. The arrangement of pile orientation in a structural section often takes several days manually. Sometimes, designers cannot avoid pile intersections after many attempts. At present, the software can only check pile intersections, but it cannot optimize pile orientations. Considering the priority order of adjusting the pile slope, the rotation angle, and avoiding a pile intersection, the objective function for optimization is designed, and the pile orientation is optimized and adjusted by a genetic algorithm. Then the performance of the algorithm is analyzed. Finally, the algorithm is applied to two practical cases of pile-supported wharfs. One case involves the designers who failed to arrange the pile orientation. Moreover, satisfactory results of pile orientations are obtained in a few minutes. Therefore, the proposed method greatly improves labor efficiency.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference30 articles.

1. Analysis on transversal bearing capacity of wharf with arched longitudinal beams. 6th Chinese-German Joint Symposium on Hydraulic and Ocean Engineering;Q. Zhai;Proceedings of the CGJOINT,2012

2. Lateral load bearing capacity of offshore high-piled wharf with batter piles

3. Optimization on free length of high-pile wharf piles based on finite element analysis;C. Shen;Proceedings of the International Conference on Civil Engineering and Urban Planning,2012

4. Modal analysis of high-pile wharf structure based on fluid-solid coupling;H. Wang;International Journal of Engineering and Applied Sciences,2018

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