Assessment of basal heave stability for braced excavations in anisotropic clay using extreme gradient boosting and random forest regression-Reference-Cited by-同舟云学术

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Assessment of basal heave stability for braced excavations in anisotropic clay using extreme gradient boosting and random forest regression

Published:2020-03 Issue: Volume: Page:
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Zhang Wengang,Zhang Runhong,Wu Chongzhi,Goh Anthony T.C.,Wang Lin

Funder

Chongqing Construction Science and Technology Plan Project

Science and Technology Research Program of Chongqing Municipal Education Commission

Chongqing Engineering Research Center of Disaster Prevention and Control for Banks and Structures in Three Gorges Reservoir Area

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference54 articles.

1. Andresen, L., 2006. Parametric FE study of loads and displacements of braced excavations in soft clay. In: Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering. Graz, Austria, pp. 399–403.

2. Stability of strutted excavations in clay;Bjerrum;Géotechnique,1956

3. Random forests;Breiman;Machine Learning,2001

4. Plaxis Manual;Brinkgreve,2017

5. XGBoost: A scalable tree boosting system;Chen,2016

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