211 results on '"Jalal, Fazal E."'
Search Results
2. Author Correction: ANN-based swarm intelligence for predicting expansive soil swell pressure and compression strength
3. ANN-based swarm intelligence for predicting expansive soil swell pressure and compression strength
4. Predictive modeling of rutting depth in modified asphalt mixes using gene-expression programming (GEP): A sustainable use of RAP, fly ash, and plastic waste
5. Prediction of Interface Shear Stiffness Modulus of Asphalt Pavement using Bagging Ensemble-based Hybrid Machine Learning Model
6. Computational approach towards shear strength prediction of squat RC walls implementing ensemble and hybrid SVR paradigms
7. Spatial uncertainty quantification of desiccation cracks in clays with limit state-adjusted linear elasticity
8. Prediction of falling weight deflectometer parameters using hybrid model of genetic algorithm and adaptive neuro-fuzzy inference system
9. Prediction of residual tensile strength of glass fiber reinforced polymer bars in harsh alkaline concrete environment using fuzzy metaheuristic models
10. Hybridizing Neural Network with Trend-Adjusted Exponential Smoothing for Time-Dependent Resistance Forecast of Stabilized Fine Sands Under Rapid shearing
11. Hybridizing multivariate robust regression analyses with growth forecast in evaluation of shear strength of zeolite–alkali activated sands
12. Predictive modelling of compression strength of waste GP/FA blended expansive soils using multi-expression programming
13. Probabilistic estimation of thermal crack propagation in clays with Gaussian processes and random fields
14. Unconfined compression strength modelling of expansive soils for sustainable construction: GEP vs MEP
15. Estimating the deformation of micropile stabilized footings by GEP approach
16. Transient flow analysis for pumping system comprising pressure vessel using unsteady friction model
17. Novel hybrid models of ANFIS and metaheuristic optimizations (SCE and ABC) for prediction of compressive strength of concrete using rebound hammer field test
18. An Investigation on the Behaviour of Geosynthetic Reinforced Quarry Waste Bases (QWB) Under Vertical loading
19. Durability evaluation of GFRP rebars in harsh alkaline environment using optimized tree-based random forest model
20. Sustainable use of soda lime glass powder (SLGP) in expansive soil stabilization
21. GEP tree-based computational AI approach to evaluate unconfined compression strength characteristics of Fly ash treated alkali contaminated soils
22. Hybrid ANN models for durability of GFRP rebars in alkaline concrete environment using three swarm-based optimization algorithms
23. Estimating compressive strength of lightweight foamed concrete using neural, genetic and ensemble machine learning approaches
24. Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling
25. Prediction of rapid chloride penetration resistance of metakaolin based high strength concrete using light GBM and XGBoost models by incorporating SHAP analysis
26. Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads
27. Evaluating the mechanical strength prediction performances of fly ash-based MPC mortar with artificial intelligence approaches
28. Cracking propagation in expansive soils under desiccation and stabilization planning using Bayesian inference and Markov decision chains
29. Mechanical and microstructural performance of concrete containing high-volume of bagasse ash and silica fume
30. Shear strength of bentonite saturated with saline solutions exhibiting variety of cations
31. Application of 3-algorithm ANN programming to predict the strength performance of hydrated-lime activated rice husk ash treated soil
32. Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms
33. Combined effects of temperature and salt solution on swelling of GMZ01 bentonite–sand mixtures
34. Smart computing models of California bearing ratio, unconfined compressive strength, and resistance value of activated ash-modified soft clay soil with adaptive neuro-fuzzy inference system and ensemble random forest regression techniques
35. Computational AI prediction models for residual tensile strength of GFRP bars aged in the alkaline concrete environment
36. Predictive modeling of swell-strength of expansive soils using artificial intelligence approaches: ANN, ANFIS and GEP
37. Fractal approach in expansive clay-based materials with special focus on compacted GMZ bentonite in nuclear waste disposal: a systematic review
38. Swelling deformation of Na-bentonite in solutions containing different cations
39. Sustainable incorporation of lime-bentonite clay composite for production of ecofriendly bricks
40. Predictive Modeling of Rutting Depth in Modified Asphalt Mixes Using Gene-Expression Programming (Gep): A Sustainable Use of Rap, Fly Ash, and Plastic Waste Composite
41. Intelligent modeling of unconfined compressive strength (UCS) of hybrid cement-modified unsaturated soil with nanostructured quarry fines inclusion
42. Shear strength of bentonite–sand mixture saturated with saline solution
43. Correlation of Electrical Resistivity Test with the Geotechnical Parameters of Sandy Soil
44. Evaluation of tensile strength degradation of GFRP rebars in harsh alkaline conditions using non-linear genetic-based models
45. Correlation of Electrical Resistivity Test with the Geotechnical Parameters of Sandy Soil
46. Effects of Rebar Size and Volume Fraction of Glass Fibers on Tensile Strength Retention of GFRP Rebars in Alkaline Environment via RSM and SHAP Analyses.
47. Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
48. Selected AI optimization techniques and applications in geotechnical engineering
49. Spatial uncertainty quantification of desiccation cracks in clays with limit state-adjusted linear elasticity
50. Investigating the Bond Strength of FRP Laminates with Concrete Using LIGHT GBM and SHAPASH Analysis
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