Optimum Design of Pile Foundation by Automatic Grouping Genetic Algorithms

Joint Authors

Wang, Bo
Cheng, Gengdong
Lin, Shuzhi
Liu, Xiaofeng

Source

ISRN Civil Engineering

Issue

Vol. 2012, Issue 2012 (31 Dec. 2012), pp.1-16, 16 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2012-10-16

Country of Publication

Egypt

No. of Pages

16

Main Subjects

Civil Engineering

Abstract EN

This paper studies the optimum conceptual design of pile foundations at the initial design stage.

A modular method is proposed, which divides the foundation into modules and each module is identified by its characteristics of pile length, diameter, number and layout.

Modules with the same characteristics may be packed and represented by a design variable.

A minimum-cost optimization model with multiple design constraints based on Chinese code and a cardinality constraint is built to achieve the concurrent optimization of pile size and layout.

The model is solved by the improved automatic grouping genetic algorithms to obtain the design with optimal variables and optimal variable grouping.

A practical example demonstrates the effectiveness of the proposed approach.

American Psychological Association (APA)

Liu, Xiaofeng& Cheng, Gengdong& Wang, Bo& Lin, Shuzhi. 2012. Optimum Design of Pile Foundation by Automatic Grouping Genetic Algorithms. ISRN Civil Engineering،Vol. 2012, no. 2012, pp.1-16.
https://search.emarefa.net/detail/BIM-489759

Modern Language Association (MLA)

Liu, Xiaofeng…[et al.]. Optimum Design of Pile Foundation by Automatic Grouping Genetic Algorithms. ISRN Civil Engineering No. 2012 (2012), pp.1-16.
https://search.emarefa.net/detail/BIM-489759

American Medical Association (AMA)

Liu, Xiaofeng& Cheng, Gengdong& Wang, Bo& Lin, Shuzhi. Optimum Design of Pile Foundation by Automatic Grouping Genetic Algorithms. ISRN Civil Engineering. 2012. Vol. 2012, no. 2012, pp.1-16.
https://search.emarefa.net/detail/BIM-489759

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-489759