Prediction of Settlement of Soft Clay Foundation in Highway Using Artifical Neural Networks

Author:

Li Xiao Yong1,Bu Fan Jie1

Affiliation:

1. North China University of Technology

Abstract

In recent years artificial neural networks (ANNs) have been applied to many geotechnical engineering problems with some degree of success. With respect to the design of Highway embankment, accurate prediction of settlement of soft clay foundation in highway is necessary to ensure appropriate structural and serviceability performance. In this paper, an ANN model is developed for predicting settlement of soft clay foundation based on the observation data of settlement. Approximately 200 data sets, obtained from the Field Tests and the published literature, are used to develop the ANN model. In addition, the paper discusses the choice of input and internal network parameters which were examined to obtain the optimum model. Finally, the paper compares the predictions obtained by the ANN with those given by a number of traditional methods. It is demonstrated that the ANN model outperforms the traditional methods and provides accurate settlement predictions for soft clay foundation in highway.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference21 articles.

1. J.E. Bowles, Foundation analysis and design (5th ed. ), McGraw-Hill (1996).

2. J.L. Briaud, M. Ballouz and G. Nasr, Static capacity prediction by dynamic methods for three bored piles, J Geotech Geoenviron Eng ASCE 126 (7) (2000), p.640–649.

3. B.B. Broms and L. Hellman, End bearing and skin friction resistance of piles, J Soil Mech Found Div, Proc ASCE 94 (SM2) (1968), p.421–429.

4. CTCI Corporation. Bureau of Kaohsiung Mass Rapid TransitBureau of Kaohsiung Mass Rapid Transit vol. 1 (1991) p.1–202.

5. Chang KR, Lin ML. Analysis of consolidation settlement caused by withdrawing of multi-well water at Meiliao area. Master Thesis of Civil Engineering, National Taiwan University, Taiwan; (1999).

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3