The design and construction of underground structures are significantly affected by the distribution of geological formations. Prediction of the geological interfaces using limited data has been a difficult task. A multivariate adaptive regression spline (MARS) method capable of modeling nonlinearities automatically was used in this study to spatially predict the elevations of geological interfaces. Borehole data from two sites in Singapore were used to evaluate the capability of the MARS method for predicting geological interfaces. By comparing the predicted values with the borehole data, it is shown that the MARS method has a mean of root mean square error of 4.4 m for the predicted elevations of the Kallang Formation–Old Alluvium interfa...
This study aims to extend the multivariate adaptive regression splines (MARS)‒Monte Carlo simulation...
In this contribution, multivariate regression was applied to surface channel rock and borehole geoch...
In this paper, different models are developed to estimate the compaction parameters of sandy soil us...
The design and construction of underground structures are significantly affected by the distribution...
The location of the interface of geological formations is an important piece of information for tunn...
Geological information such as geological interfaces is important for the design of underground exca...
Identification of the soil-rock interface of geological profiles has been a challenging task for und...
This study evaluated the performances of various autocorrelation function (ACF) models in predicting...
Based on a database including a total of 30 case histories for braced excavation in stiff, medium an...
This study mapped and analyzed groundwater potential using two different models, logistic regression...
One of the main goals of geomorphometry is to derive the geometry attributes from a topographic surf...
With the rapid increases in processing speed and memory of low-cost computers, it is not surprising ...
In this paper, two artificial intelligent models (i.e., artificial neural networks (ANN) and multiva...
Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engine...
Estimating surface settlement induced by excavation construction is an indispensable task in tunneli...
This study aims to extend the multivariate adaptive regression splines (MARS)‒Monte Carlo simulation...
In this contribution, multivariate regression was applied to surface channel rock and borehole geoch...
In this paper, different models are developed to estimate the compaction parameters of sandy soil us...
The design and construction of underground structures are significantly affected by the distribution...
The location of the interface of geological formations is an important piece of information for tunn...
Geological information such as geological interfaces is important for the design of underground exca...
Identification of the soil-rock interface of geological profiles has been a challenging task for und...
This study evaluated the performances of various autocorrelation function (ACF) models in predicting...
Based on a database including a total of 30 case histories for braced excavation in stiff, medium an...
This study mapped and analyzed groundwater potential using two different models, logistic regression...
One of the main goals of geomorphometry is to derive the geometry attributes from a topographic surf...
With the rapid increases in processing speed and memory of low-cost computers, it is not surprising ...
In this paper, two artificial intelligent models (i.e., artificial neural networks (ANN) and multiva...
Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engine...
Estimating surface settlement induced by excavation construction is an indispensable task in tunneli...
This study aims to extend the multivariate adaptive regression splines (MARS)‒Monte Carlo simulation...
In this contribution, multivariate regression was applied to surface channel rock and borehole geoch...
In this paper, different models are developed to estimate the compaction parameters of sandy soil us...