图书简介

THEME 3 : GROUND IMPROVEMENT AND GEOSYNTHETICS.- Behaviourial Study on Geopolymer Column in Soil.- A Study of Parameters Influencing Efficiency of Micropile Groups.- Alteration of CBR Values in Soft Soils using Enzymatic Lime.- Factors which Influence PVD Performance in Soft Clay Consolidation.- Experimental Study of Heave Control Technique for Expansive Soil using Micropiles and Geotextile Layers.- Effect of Underground Void on the Internal Stress Distribution in Soil.- Influence of Properties of Infill Material on the Behaviour of Geocells.- Investigation of Glass Fiber Reinforcement Effect on the CBR Strength of Cohesive Soil.- Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors.- Application of Microbial Induced Carbonate Precipitation for Soil Improvement Via Ureolysis.- Influence of Organic Content on Fly Ash Stabilisation of Clay.- Strength Behaviours of the Clayey-Silt Soil Mixed with Fly Ash and Sand.- Strength Behaviour Of Expansive Soil Treated With Quarry Dust And Ferric Chloride.- Lime Stabilization of Subgrade with Waste Sand as Partial Soil Replacement.- Assessment Of Vetiver Grass Root-Reinforcement In Strengthening The Soil.- Geotechnical Aspects of Constructions Along the Canal Embankment using Rice Husk Ash as Stabilizer.- Use of Jhama Columns as Replacement of Stone Columns.- Laboratory Study on the Performance of Geo-Synthetic Reinforced Sand Bed.- Repeated Load Response of Encapsulated Granular Trench Supported Footings on Embankments.- Re-Appraisal of Physico-Mechanical Stability of Lime Treated Soils.- Back analysis of PVD performance in Mumbai Port.- Discharge and Absorption Capacity Tests on Composite Prefabricated Vertical Drains.- Stabilization of Clay at Sunnam Cheruvu Area in Nadergul, Hyderabad using Organic Waste.- The Tensile Strength Behavior of Lime Stabilized Soft Soil with Inclusion of Plastic Fiber.- Pullout Behaviour of Geosynthetics - a Review of Laboratory Testing Techniques.- Model Study on Cyclic Loading Responses of Flexible Pavement System Laid on Expansive Subgrade.- Evaluating the Strength Characteristics of Lime and Metakaolin Stabilized Expansive Soil.- Ground Improvement using Sand Columns to Mitigate Liquefaction - a Case Study.- Stabilization of Expansive Soil with Red Mud and Lime.- California Bearing Ratio and Permeability Behaviour of Fly Ash Reinforced with Geotextiles.- Influence of Granulated Blast Furnace Slag Contents on California Bearing Ratio Value of Clay Gbfs Mixture.- Geocell Reinforced Dense Sand Bases Overlying Weak Sand Subgrades Under Repeated Loading.- Load-Settlement Behaviour of Granular Pile on Cochin Marine Clay using Recycled Aggregate.- Transmissivity of Coir Latex Composite.- Influence of Combined Vertical and Horizontal Reinforcement on Granular Piles in Soft Clays.- Effect of Ggbs and Lime on the Strength Characteristics of Black Cotton Soil.- Soil Improvement using Microbial: a Review.- Long Term Strength Studies on Natural Fibre Composite (N-F-C) Sheets for Use as Separator in Flexible Pavements in Terms of CBR Values.- Coefficient of Consolidation for Vertical and Radial Drainage.- Comparative Analysis of Strength Characteristics of Soil Reinforced with Coir and Polypropylene Fibers.- Geo-Engineering Properties of Sedimented Flyash Bed Stabilized by Chemical Columns.- A Short Review of Geosynthetic Granular Column Treatment of Soft Clay Soils.- Engineered Anti Erosion Works Along the Right Bank of Jiabharali River in Assam.- Static and Cyclic Properties of Eps Geofoam.- Swell Behavior of Expansive Soils with Stabilized Fly Ash Columns.

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