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An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts
Highlights ► It is shown that an artificial neural network is a suitable tool to estimate the groutability. ► The grain-size ratio of soil and grout cannot fully capture the grouting mechanism. ► Existing empirical formulas are inappropriate for microfine-cement grouts.
Abstract 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 (Cu), the coefficient of gradation (Cz) 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.
An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts
Highlights ► It is shown that an artificial neural network is a suitable tool to estimate the groutability. ► The grain-size ratio of soil and grout cannot fully capture the grouting mechanism. ► Existing empirical formulas are inappropriate for microfine-cement grouts.
Abstract 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 (Cu), the coefficient of gradation (Cz) 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.
An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts
Liao, Kuo-Wei (author) / Fan, Jen-Chen (author) / Huang, Chien-Lin (author)
Computers and Geotechnics ; 38 ; 978-986
2011-07-21
9 pages
Article (Journal)
Electronic Resource
English
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