Abstract
Geospatial technology is increasing in demand for many applications in geosciences. Spatial variability of the bed/hard rock is vital for many applications in geotechnical and earthquake engineering problems such as design of deep foundations, site amplification, ground response studies, liquefaction, microzonation etc. In this paper, reduced level of rock at Bangalore, India is arrived from the 652 boreholes data in the area covering 220 km2. In the context of prediction of reduced level of rock in the subsurface of Bangalore and to study the spatial variability of the rock depth, Geostatistical model based on Ordinary Kriging technique, Artificial Neural Network (ANN) and Support Vector Machine (SVM) models have been developed. In Ordinary Kriging, the knowledge of the semi-variogram of the reduced level of rock from 652 points in Bangalore is used to predict the reduced level of rock at any point in the subsurface of the Bangalore, where field measurements are not available. A new type of cross-validation analysis developed proves the robustness of the Ordinary Kriging model. ANN model based on multi layer perceptrons (MLPs) that are trained with Levenberg–Marquardt backpropagation algorithm has been adopted to train the model with 90% of the data available. The SVM is a novel type of learning machine based on statistical learning theory, uses regression technique by introducing loss function has been used to predict the reduced level of rock from a large set of data. In this study, a comparative study of three numerical models to predict reduced level of rock has been presented and discussed.
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Abbreviations
- a:
-
Range of the variogram
- b:
-
The scalar threshold
- C:
-
Capacity factor (for learning machine)
- C (0) :
-
σ Sill of the variogram
- C0 :
-
Nugget of the variogram
- l:
-
The number of training sets
- Rn :
-
n-Dimensional real vector space
- w:
-
The boundary
- wi :
-
Weight assigned to each scater point
- x:
-
The input vector
- y:
-
A binary value representing the two classes
- δk :
-
Actual error
- ε:
-
Error insensitive zone
- εk :
-
Normalized error
- ρ(w,b):
-
Margin
- γ (h):
-
Semi-variogram
- σ:
-
The width of radial basis function
- Γ:
-
Gamma function
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Acknowledgements
Authors thank Seismology division, Department of Science and Technology, Government of India for funding the project titled “Geotechnical site characterization of greater Bangalore region”. Ref no. DST/23(315)/SU/2001 dated October 2003.
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Sitharam, T.G., Samui, P. & Anbazhagan, P. Spatial Variability of Rock Depth in Bangalore Using Geostatistical, Neural Network and Support Vector Machine Models. Geotech Geol Eng 26, 503–517 (2008). https://doi.org/10.1007/s10706-008-9185-4
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DOI: https://doi.org/10.1007/s10706-008-9185-4