Application of Soft Computing Techniques to Expansive Soil Characterization

Very often it is difficult to develop mechanistic models for pavement geotechnical engineering problems due to its complex nature and uncertainty in material parameters. The difficulty in mechanistic analysis has forced the engineers to follows certain empirical correlations. The artificial neural network (ANN) is being as an alternate statistical method, mapping in higher-order spaces, such models can go beyond the existing univariate relationships. The applications of ANNs in pavement geotechnical engineering problems is mostly limited to constitutive modeling, with few applications on prediction of soil layer properties using Falling Weight Deflectometer (FWD), prediction of swelling potential and compute the remaining life of flexible pavements. However, ANN is considered as a ‘Black box’ system being unable to explain interrelation between inputs and output. The ANNs also have inherent drawbacks such as slow convergence speed, less generalizing performance, arriving at local minimum and over-fitting problems. Recently support vector machine (SVM) is being used due to its, better generalization as prediction error and model complexity are simultaneously minimized. SVM is based on statistical learning theory unlike ANNs (biological learning theory). The application of SVM in pavement geotechnical engineering is very much limited and to best of the knowledge such methods have not been applied to pavement geotechnical engineering. However, engineering application of numerical methods is a science as well as an art. This juxtaposition is based on the fact that even though the developed algorithms are based on scientific logic and belong to the special branch of applied mathematics, their successful application to new problems is problem oriented and is an art. As no method can be the panacea to solve all problems to the last details, their application to new areas needs critical evaluation. With above in view, an attempt has been made to develop the art of applying the above artificial intelligence techniques (ANN and SVM) to different pavement engineering problems such as prediction of compaction characteristics, permeability, swelling potential, coefficient of subgrade reaction etc. The parameters associated with the model developments are discussed in terms of guide line for its future

[1]  W. Gill,et al.  Relationships of Atterberg Limits and Cation-Exchange Capacity to Some Physical Properties of Soil1 , 1957 .

[2]  C. G. Chua,et al.  Bayesian Neural Network Analysis of Undrained Side Resistance of Drilled Shafts , 2005 .

[3]  Roger W. Meier,et al.  BACKCALCULATION OF FLEXIBLE PAVEMENT MODULI USING ARTIFICIAL NEURAL NETWORKS , 1994 .

[4]  Shie-Yui Liong,et al.  River Stage Forecasting in Bangladesh: Neural Network Approach , 2000 .

[5]  Simon Haykin,et al.  Neural Networks: A Comprehensive Foundation , 1998 .

[6]  V. Raman,et al.  A SIMPLE METHOD OF IDENTIFYING AN EXPANSIVE SOIL , 1973 .

[7]  Corinna Cortes,et al.  Support-Vector Networks , 1995, Machine Learning.

[8]  P. Samui Slope stability analysis: a support vector machine approach , 2008 .

[9]  Soheil Nazarian,et al.  PREDICTION OF REMAINING LIFE OF FLEXIBLE PAVEMENTS WITH ARTIFICIAL NEURAL NETWORKS MODELS , 2000 .

[10]  Bernhard E. Boser,et al.  A training algorithm for optimal margin classifiers , 1992, COLT '92.

[11]  Braja M. Das,et al.  Principles of Geotechnical Engineering , 2021 .

[12]  L. Wilding,et al.  Soil Properties Influencing Swelling in Canfield and Geeburg Soils , 1975 .

[13]  Rainer Storn,et al.  Differential Evolution – A Simple and Efficient Heuristic for global Optimization over Continuous Spaces , 1997, J. Glob. Optim..

[14]  L. Buydens,et al.  Comparing support vector machines to PLS for spectral regression applications , 2004 .

[15]  Joni-Kristian Kämäräinen,et al.  Differential Evolution Training Algorithm for Feed-Forward Neural Networks , 2003, Neural Processing Letters.

[16]  S. Abduljauwad Swelling behaviour of calcareous clays from the Eastern Province of Saudi Arabia , 1994, Quarterly Journal of Engineering Geology.

[17]  Holger R. Maier,et al.  PREDICTING SETTLEMENT OF SHALLOW FOUNDATIONS USING NEURAL NETWORKS , 2002 .

[18]  J. Kaluarachchi,et al.  Parameter estimation using artificial neural network and genetic algorithm for free‐product migration and recovery , 1998 .

[19]  I A Basheer,et al.  Empirical modeling of the compaction curve of cohesive soils , 2001 .

[20]  R. F. Allbrook,et al.  Relationships between shrinkage indices and soil properties in some New Zealand soils , 2002 .

[21]  Anthony T. C. Goh,et al.  Probabilistic neural network for evaluating seismic liquefaction potential , 2002 .

[22]  Bernhard Schölkopf,et al.  Support vector learning , 1997 .

[23]  Vladimir N. Vapnik,et al.  The Nature of Statistical Learning Theory , 2000, Statistics for Engineering and Information Science.

[24]  Vladimir Vapnik,et al.  Statistical learning theory , 1998 .

[25]  Nello Cristianini,et al.  An introduction to Support Vector Machines , 2000 .

[26]  Prabir Kumar Basudhar,et al.  Undrained lateral load capacity of piles in clay using artificial neural network , 2006 .

[27]  C S Gourley,et al.  Expansive soils: TRL’s research strategy , 1994 .

[28]  Dongjoo Park,et al.  Forecasting Freeway Link Travel Times with a Multilayer Feedforward Neural Network , 1999 .

[29]  L. W. Ackroyd,et al.  Residual and lacustrine black cotton soils of north-east Nigeria , 1986 .

[30]  Bernhard Schölkopf,et al.  A tutorial on support vector regression , 2004, Stat. Comput..

[31]  H. B. Seed,et al.  Prediction of Swelling Potential for Compacted Clays , 1962 .

[32]  D E Jones,et al.  EXPANSIVE SOILS- THE HIDDEN DISASTER , 1973 .

[33]  Yacoub M. Najjar,et al.  NEURAL MODELING OF KANSAS SOIL SWELLING , 1996 .

[34]  J. Parker,et al.  AN EVALUATION OF SEVERAL METHODS OF ESTIMATING SOIL VOLUME CHANGE , 1977 .

[35]  Joe T. Ritchie,et al.  Soil shrinkage relationships of Texas vertisols: I. Small cores. , 1980 .