An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts

被引:49
|
作者
Liao, Kuo-Wei [1 ]
Fan, Jen-Chen [2 ]
Huang, Chien-Lin [2 ]
机构
[1] Natl Taiwan Univ Sci & Technol, Dept Construct Engn, Taipei, Taiwan
[2] Natl Taiwan Univ, Dept Bioenvironm Syst Engn, Taipei 10764, Taiwan
关键词
Neural network; Groutability; Microfine cement; Permeation grouting;
D O I
10.1016/j.compgeo.2011.07.008
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The use of microfine cements in permeation grouting has been growing as a strategy in geotechnical engineering because it usually provides improved groutability (N). One of the major challenges of using microfine cement grouts is the ability to estimate the N within a reasonable level of error. The suitability of traditional groutability prediction formulas, which are mostly based on the grain-size of the soil and the grout, is questionable for semi-nanometer scale grout. This study first investigated the accuracy of the current formulas; we found that the accuracy ranges from 45% to 68%, a level that is not adequate for practical engineering. An alternative approach, based on a Radial Basis Function Neural Network (RBFNN), was developed. RBFNN provides a prediction with a 95.8% accuracy within a short time frame. Several parameters were considered in our proposed network; besides the grain-size of the soil (D-10/D-15), other important parameters included the void ratio (e), the fines content (FC), the uniformity coefficient (C-u), the coefficient of gradation (C-z) and the water-to-cement ratio (w/c). A total of 240 in situ data samples were collected to support the training and testing of the network. After finding a good correlation between the field observation and the RBFNN output, it was concluded that RBFNN is a suitable and reliable tool to predict the outcome of permeation grouting when microfine cement grout is used. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:978 / 986
页数:9
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