Assessment of compressive strength of jet grouting by machine learning

被引:12
作者
Diaz, Esteban [1 ]
Salamanca-Medina, Edgar Leonardo [1 ]
Tomas, Roberto [1 ]
机构
[1] Univ Alicante, Dept Ingn Civil, Escuela Politecn Super, POB 99, E-03080 Alicante, Spain
关键词
Jet grouting; Ground improvement; Compressive strength; Machine learning; MECHANICAL-PROPERTIES; PREDICTION; COLUMNS; SINGLE; MODEL;
D O I
10.1016/j.jrmge.2023.03.008
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Jet grouting is one of the most popular soil improvement techniques, but its design usually involves great uncertainties that can lead to economic cost overruns in construction projects. The high dispersion in the properties of the improved material leads to designers assuming a conservative, arbitrary and unjustified strength, which is even sometimes subjected to the results of the test fields. The present paper presents an approach for prediction of the uniaxial compressive strength (UCS) of jet grouting columns based on the analysis of several machine learning algorithms on a database of 854 results mainly collected from different research papers. The selected machine learning model (extremely randomized trees) relates the soil type and various parameters of the technique to the value of the compressive strength. Despite the complex mechanism that surrounds the jet grouting process, evidenced by the high dispersion and low correlation of the variables studied, the trained model allows to optimally predict the values of compressive strength with a significant improvement with respect to the existing works. Consequently, this work proposes for the first time a reliable and easily applicable approach for estimation of the compressive strength of jet grouting columns. (c) 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY -NC -ND license (http://creativecommons.org/ licenses/by-nc-nd/4.0/).
引用
收藏
页码:102 / 111
页数:10
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