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Direct Shear Testing of Sand
Geotextile Interfaces
Consideration of geosynthetic tension in interpretation of data from inclined plane tests
Stress -Strain Behaviour of Sand with Disc Plate-Shaped Reinforcement
Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres
Feasibility of utilization of metalized plastic waste in cohesion-less soil
Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analyses
Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand
Numerical Studies on Ground Improvement Using Geosynthetic Reinforced Sand Layer
Bearing Capacity Prediction of Inclined Loaded Strip Footing on Reinforced Sand by ANN
Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment
Analysis and Design of Piled Geogrid-Reinforced-Earth Embankment
Case Study on GeoTrel® Reinforced Earth® Steepened Slopes on Soft Founding Soils for the Approach of Major Bridge Over River Kaljani at CoochBehar in West Bengal, India
Prediction of Ultimate Bearing Capacity of Eccentrically Loaded Rectangular Foundations Using ANN.
Geotextile Interfaces
Consideration of geosynthetic tension in interpretation of data from inclined plane tests
Stress -Strain Behaviour of Sand with Disc Plate-Shaped Reinforcement
Swelling and Shrinkage Behaviour of Expansive Soil Blended with Lime and Fibres
Feasibility of utilization of metalized plastic waste in cohesion-less soil
Comparison of Geotextile-Reinforced and Geogrid-Reinforced Flexible Pavements by Numerical Analyses
Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand
Numerical Studies on Ground Improvement Using Geosynthetic Reinforced Sand Layer
Bearing Capacity Prediction of Inclined Loaded Strip Footing on Reinforced Sand by ANN
Soft Soil Improvement with Conventional and Geogrid-Encased Stone Piles Under an Embankment
Analysis and Design of Piled Geogrid-Reinforced-Earth Embankment
Case Study on GeoTrel® Reinforced Earth® Steepened Slopes on Soft Founding Soils for the Approach of Major Bridge Over River Kaljani at CoochBehar in West Bengal, India
Prediction of Ultimate Bearing Capacity of Eccentrically Loaded Rectangular Foundations Using ANN.