All Stories

  1. Synergistic Effects of Fibre and Cement on the Stabilization of Granular Soils
  2. Compressibility and shrinkage characteristics of clayey soil amended with sugarcane bagasse biochar
  3. Influence of Cd and Cr on compressibility of crosslinked biopolymer treated soil
  4. Critical Appraisal of Coal Gangue and Activated Coal Gangue for Sustainable Engineering Applications
  5. Closure to “Compressibility and Durability Characteristics of Protein-Based Biopolymer-Amended Organic Soil”
  6. Developing machine learning frameworks to predict mechanical properties of ultra-high performance concrete mixed with various industrial byproducts
  7. An Innovative Application of Nano-Zeolite for Soft Soil Stabilization: A Comprehensive Experimental Study
  8. Effect of Alkali-Activated Binder-Treated Natural Jute Sheet on Soil Erosion: A Semi-field Approach
  9. Carbon Footprint Analysis on Alternate Disposal Strategies for Personal Protective Equipment Waste
  10. Enhancing durability and erosion resistance of soils with varying plasticity using crosslinked biopolymers
  11. Investigating the Adsorption Properties of Soil Additive Mixtures Using Microstructural Characterization Techniques for Liner Applications
  12. Effect of Chitosan and Casein on the CBR behavior of silty clay for low volume roads: Reliability-based design optimization approach
  13. Forecasting Earthquake-induced Ground Movement under Seismic Activity Using Response Surface
  14. Erosion Characteristics of Select Biopolymers and Their Cross-Linking Effect on the Stability of Cohesive Slopes
  15. Landslide Prediction Using Deep-Learning Frameworks and Wireless Sensor Networks
  16. Chromium and Cadmium Speciation and Bioavailability in Clayey Soil Amended with Chitosan and Iron-Modified Chitosan
  17. Consolidated Undrained Characteristics of Low Organic Soil Treated with Crustacean Biopolymer
  18. Coupled Effect of Ground Granulated Blast Slag and Bagasse Fibers to Enhance the Compressive Strength and Durability Characteristics of Expansive Soil
  19. Microbial-Derived Biopolymers: A Pathway to Sustainable Civil Engineering
  20. Investigation of Alternate Wetting and Drying and CBR Behavior of Subgrade Modified Using Crosslinked Biopolymer
  21. Adsorption Potential of Sugarcane Bagasse Biochar on Bioavailability of Heavy Metal in Soil
  22. Critical Appraisal on the Performance of Sustainable Alternate Materials for Landfill Final Covers
  23. Influence of Biopolymer Stabilization on the Flexural Fatigue Performance of Subgrade Soil
  24. Impact of Heavy Metal Contaminants on Geotechnical Properties of High Plastic Soil
  25. Leaching Studies on Cadmium and Lead Contaminated Soil Treated with Sugarcane Bagasse Biochar Under Simulated Acid Rain Conditions
  26. State-Of-The-Art Review on the Utilization of Coal Mine Overburden Waste as a Pavement Material
  27. Reliability-Based Design Analysis of Cohesive Soil as an Embankment Material Amended Using Hydrophobic Biopolymers
  28. Efficacy of Crustacean and Protein-Based Biopolymer Inclusion on the Strength Characteristics of Organic Soil
  29. Efficacy of Acacia Gum Biopolymer in Strength Improvement of Silty and Clay Soils under Varying Curing Conditions
  30. Numerical model of debris flow susceptibility using slope stability failure machine learning prediction with metaheuristic techniques trained with different algorithms
  31. Estimating the strength of soil stabilized with cement and lime at optimal compaction using ensemble-based multiple machine learning
  32. Compressibility and Durability Characteristics of Protein-Based Biopolymer-Amended Organic Soil
  33. Strength Prediction of Fiber-Reinforced Clay Soils Stabilized with Lime Using XGBoost Machine Learning
  34. Target reliability-based design optimization studies on cohesive soil amended with chitosan and casein for liner applications
  35. Multi-objective optimization of the flow condition of binary constituent net-zero concretes towards carbon neutrality-built environment pathway
  36. Comparative Studies on the Strength and Swell Characteristics of Cohesive Soils Using Lime and Modified Enzyme-Induced Calcite Precipitation Technique
  37. Effect of Sample Size, Dry Unit Weight, and Hysteresis of Expansive Soil on SWCC and Finite Slope Stability
  38. Primary and Secondary Consolidation Characteristics of Chitosan-Treated Low Organic Clay
  39. Geoenvironmental evaluation on coal gangue: greener alternative to existing fill materials
  40. Effect of Granite Sand and Calcium Lignosulphonate on the Shrinkage Characteristic of Clay
  41. Efficacy of Cross-Linking of Biopolymers in Soil—Stabilization
  42. Geotechnical Benign Characterization of Nano-amended CLS Stabilized Soil
  43. Analysis of Case Studies on Landfill Failures—Lessons Learnt
  44. Efficacy of EDTA Enhanced Electrokinetic Technique on Metal Spiked Soil
  45. Mathematical Modelling of Bioremediation of Benzene Contaminated Soil by Biopile Method
  46. State-of-the-Art Review on the Geotechnical and Geoenvironmental Feasibility of Select Biochars
  47. Embodied Energy in the Production of Guar and Xanthan Biopolymers and Their Cross-Linking Effect in Enhancing the Geotechnical Properties of Cohesive Soil
  48. Shrinkage and Consolidation Characteristics of Chitosan-Amended Soft Soil—A Sustainable Alternate Landfill Liner Material
  49. The influence of fines on the hydro-mechanical behavior of sand for sustainable compacted liner and sub-base construction applications
  50. Sustainable assessment and carbon footprint analysis of polysaccharide biopolymer-amended soft soil as an alternate material to canal lining
  51. Soil Water Characteristic Curves of Soils Exhibiting Different Plasticity
  52. Shear, Consolidation Characteristics and Carbon Footprint Analysis of Clayey Soil Blended with Calcium Lignosulphonate and Granite Sand for Earthen Dam Application
  53. Leaching Test Protocols to Evaluate Contaminant Response of Nano-Calcium Silicate–Treated Tropical Soils
  54. Reliability Analysis of Polyvinyl Alcohol Fiber-Reinforced Soft Subgrade Soil Treated with Lime and Alkali Activated Stabilizer: A Comparative Study
  55. Sustainable Binary Blending for Low-Volume Roads—Reliability-Based Design Approach and Carbon Footprint Analysis
  56. Utilization of GEP and ANN for predicting the net-zero compressive strength of fly ash concrete toward carbon neutrality infrastructure regime
  57. Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure
  58. Effect of Biopolymer Inclusion and Curing Conditions on the Failure Strain and Elastic Modulus of Cohesive Soil
  59. A Critical Review on the Feasibility of Synthetic Polymers Inclusion in Enhancing the Geotechnical Behavior of Soils
  60. Coupled Effect of Granite Sand and Calcium Lignosulphonate on the Strength Behavior of Cohesive Soil
  61. Target Reliability-Based Design of Embankments Using Biopolymer-Modified Cohesive Soil
  62. State-of-the-Art Review on the Role and Applicability of Select Nano-Compounds in Geotechnical and Geoenvironmental Applications
  63. Sorptive and Desorptive Response of Divalent Heavy Metal Ions from EICP-Treated Plastic Fines
  64. Reliability-Based Design Optimization of Biopolymer-Amended Soil as an Alternative Landfill Liner Material
  65. The Sustainable Utilization of Coal Gangue in Geotechnical and Geoenvironmental Applications
  66. Critical appraisal of the behavioral geo-mechanisms of peats/organic soils
  67. Critical review on the efficacy of electrokinetic techniques in geotechnical and geoenvironmental applications
  68. Critical Review on the Behavior of Lithium (Li) Ion in Plastic Soils
  69. Shrinkage Characteristics of Biopolymer Treated Expansive Soil
  70. Sustainability Benefits of Utilizing Coal Gangue as Fill Material in Earthworks
  71. Cost and Carbon Footprint Analysis of Flyash Utilization in Earthworks
  72. State-of-the-art review on geoenvironmental benign applicability of biopiles
  73. Effect of Biopolymeric Stabilization on the Strength and Compressibility Characteristics of Cohesive Soil
  74. A State-of-the-Art Review on Suitability of Granite Dust as a Sustainable Additive for Geotechnical Applications
  75. Influence of Fines Content on Stability of Unsaturated Soil Slopes
  76. Prediction of Stability of an Infinite Slope Using Geospatial Techniques
  77. Correlation-Based Studies on Resilient Modulus Values for Fiber-Reinforced Lime-Blended Clay
  78. Compressibility Characteristics of Guar Gum-Treated Expansive Soil
  79. Reliability-Based Design Optimization of Chemically Stabilized Coal Gangue
  80. Effect of Confining Conditions on the Hydraulic Conductivity Behavior of Fiber-Reinforced Lime Blended Semiarid Soil
  81. Effect of Fines Content on the Shear Behavior of Coal Gangue
  82. Carbon Footprint Analysis on the Expansive Soil Stabilization Techniques
  83. Target Reliability Based Design of Foundations on Jointed Rock Masses with Two Sets of Discontinuities
  84. State-of-the-Art Review of the Applicability and Challenges of Microbial-Induced Calcite Precipitation (MICP) and Enzyme-Induced Calcite Precipitation (EICP) Techniques for Geotechnical and Geoenvironmental Applications
  85. Response Surface Method Analysis of Chemically Stabilized Fiber-Reinforced Soil
  86. State-of-the-art review on efficacy of xanthan gum and guar gum inclusion on the engineering behavior of soils
  87. Swelling Behavior of Alkali Transformed Kaolinitic Clays Treated with Flyash and Ground Granulated Blast Furnace Slag
  88. Advances in Urban Geotechnical Engineering
  89. Efficacy of Almond Shell Ash Inclusion on the Geotechnical Behavior of Lime Blended Kaolinitic Soil
  90. Influence of Lime and Coal Gangue on the CBR Behavior of Expansive Soil
  91. Influence of Lime on the Unconfined Compressive Strength of Cnoal Gangue
  92. Nanomaterials-based solidification/stabilization of metal-contaminated soils
  93. Reappraisal on the Field Tests for Determination of Rock Mass Characteristics for Open Terrain (s)
  94. Utilization of Coal Gangue for Earthworks: Sustainability Perspective
  95. Evaluation of Sequential Extraction Procedure (SEP) to Validate Binding Mechanisms in Soils and Soil-Nano-Calcium Silicate (SNCS) Mixtures
  96. Heavy Metal Immobilization Studies and Enhancement in Geotechnical Properties of Cohesive Soils by EICP Technique
  97. Effect of Heavy Metal Contamination on the Compressibility and Strength Characteristics of Chemically Modified Semiarid Soils
  98. Characterization of Heavy Metals from Coal Gangue
  99. Efficacy of Enzymatically Induced Calcium Carbonate Precipitation in the Retention of Heavy Metal Ions
  100. Case Study on Planning and Execution of Residential Building on Complex Hilly Terrain: Sustainable Perspective
  101. Sustainable Perspective of Low-Lime Stabilized Fly Ashes for Geotechnical Applications: PROMETHEE-Based Optimization Approach
  102. Compaction delay and its effect on the geotechnical properties of lime treated semi-arid soils
  103. Soil–Water Characteristic Curve and One-Dimensional Deformation Characteristics of Fiber-Reinforced Lime-Blended Expansive Soil
  104. Effect of Calcium-Based Derivatives on Consolidation, Strength, and Lime-Leachability Behavior of Expansive Soil
  105. Effect of Fines Content on the Hysteretic Behavior of Water-Retention Characteristic Curves of Reconstituted Soils
  106. Effect of Acid and Alkali Contamination on Swelling Behavior of Kaolin Clay
  107. Effect of Coal Gangue Particle Size on Its Leaching Characteristics
  108. Reliability Based Design Charts for Spatially Variable MSW Landfill Slopes
  109. Reliability Based Optimum Design of Anchored Rock Slopes Considering Rock Bolt and Rock Mass Interaction
  110. Role of Alkali Concentration on the Micro-Level Characteristics of Kaolinitic Clay
  111. Characterization studies on coal gangue for sustainable geotechnics
  112. Static and Dynamic Leaching Studies on Coal Gangue
  113. Carbon Footprint Analysis of Coal Gangue in Geotechnical Engineering Applications
  114. Desorption of Heavy Metals from Lime-Stabilized Arid-Soils using Different Extractants
  115. Evaluating Shallow Mixing Protocols as Application Methods for Microbial Induced Calcite Precipitation Targeting Expansive Soil Treatment
  116. Probabilistic Study on the Geotechnical Behavior of Fiber Reinforced Soil
  117. STATE-OF-THE-ART REVIEW ON STRONTIUM TOXICOKINETICS, MECHANISTIC RESPONSE, ALTERATIONS AND REGULATIONS
  118. Strength Characteristics of Nano Calcium Silicate, Fly Ash and Lime Blended Tropical Soils
  119. The Influence and Optimization of Treatment Strategy in Enhancing Semiarid Soil Geotechnical Properties
  120. State-of-the-Art Review on the Role of Fly Ashes in Geotechnical and Geoenvironmental Applications
  121. Target Reliability Approach to Study the Effect of Fiber Reinforcement on UCS Behavior of Lime Treated Semiarid Soil
  122. Cadmium Fixation Studies on Contaminated Soils Using Nano Calcium Silicate—Treatment Strategy
  123. Optimizing Fiber Parameters Coupled with Chemical Treatment: PROMETHEE Approach
  124. Effect of polypropylene fibre reinforcement on the consolidation, swell and shrinkage behaviour of lime-blended expansive soil
  125. ENHANCING TENSILE STRENGTH IN CLAYS USING POLYPROPYLENE FIBERS
  126. PHYSICO-CHEMICAL AND GEO-ENVIRONMENTAL BEHAVIOR OF SEMI ARID SOILS
  127. RETENTION STUDIES ON ARSENIC FROM AQUEOUS SOLUTIONS BY LIME TREATED SEMI ARID SOILS
  128. Effect of fibre reinforcement on CBR behaviour of lime-blended expansive soils: reliability approach
  129. Sustainable use of contaminated soils amended with nano calcium silicate mixture for nickel encapsulation in an aqueous medium
  130. Sorption paper
  131. Effect of Unit Weight on Porosity and Consolidation Characteristics of Expansive Clays
  132. Effect of sintering parameters on the dynamic hysteresis scaling behavior of Ba0.85Sr0.15Zr0.1Ti0.9O3 ceramics
  133. Lime-Amended Semi-arid Soils in Retaining Copper, Lead, and Zinc from Aqueous Solutions
  134. Evaluation of Diffusion Rate Constants from Soil Column Studies in Lime-Treated Semi Arid Soils—Pb 2+ and Zn 2+ Scenarios
  135. Potential of Soils Amended with a Nano Calcium Silicate Mixture for Lead Encapsulation in an Aqueous Medium
  136. Optimum Base Width of Gravity Retaining Walls of Narrow Backfilled with Recycled Materials
  137. Lower Bound Bearing Capacity of Strip Footings on Jointed Rock Masses: A Reliability-Based Approach
  138. Effect of Density on the Pore Size and Pore Volume of Expansive Clays
  139. Effect of Fiber Reinforcement on the Hydraulic Conductivity Behavior of Lime-Treated Expansive Soil—Reliability-Based Optimization Perspective
  140. Efficacy of Lime Treatment on the Mercury Retention Characteristics of Semi Arid Soils
  141. Role of Different Leaching Methods to Arrest the Transport of Ni 2+ in Soil and Soil Amended with Nano Calcium Silicate
  142. Efficacy of nano calcium silicate (NCS) treatment on tropical soils in encapsulating heavy metal ions: leaching studies validation
  143. Sustainable Use of Locally Available Red Earth and Black Cotton Soils in Retaining Cd2+ and Ni2+ from Aqueous Solutions
  144. Effect of Fibercast and Fibermesh inclusion on the direct shear and linear shrinkage response of clay
  145. EFFECT OF STRUCTURE ANISOTROPY AND COMPACTION METHOD ON THE SWELLING BEHAVIOR OF Al-QATIF SOIL
  146. Effect of Stress on Energy Conversion and Storage Characteristics of (1-x-y)PIN-xPMN-yPT Single Crystals
  147. Soluciones de forma cerrada para la capacidad de carga de zapatas en suelos anisotrópicos cohesivos
  148. Cyclic Piezoelectric Energy Harvesting in PMN-PT Single Crystals
  149. Allowable Bearing Capacity of Strip Footings on Jointed Rock Masses: A Reliability Based Approach
  150. HEAVY METAL DESORPTION STUDIES ON THE ARTIFICIALLY CONTAMINATED AL-QATIF SOIL
  151. LIME LEACHABILITY STUDIES ON STABILIZED EXPANSIVE SEMI-ARID SOIL
  152. Compressibility and Durability Characteristics of Lime Treated Expansive Semiarid Soils
  153. Loading Duration Effect on the Compressibility Characteristics of Treated Semi-Arid Soil
  154. Performance of Soils and Soil Lime Mixtures As Liners to Retain Heavy Metal Ions in Aqueous Solutions
  155. Effect of Accelerated Loading on the Compressibility Characteristics of Lime-Treated Semiarid Soils
  156. Surface Complexation Modeling for the Stabilization of an Industrial Sludge by Alternate Materials
  157. Soils Amended with Admixtures as Stabilizing Agent to Retain Heavy Metals
  158. Load Resistance Factor Design (LRFD) Approach for Reliability Based Seismic Design of Rock Slopes against Wedge Failures
  159. Geotechnical and Physico-Chemical Characterization of Low Lime Fly Ashes
  160. Retention characteristics of Cu2+, Pb2+, and Zn2+from aqueous solutions by two types of low lime fly ashes
  161. Upper Bound Solutions for Bearing Capacity of Footings on Anisotropic Cohesive Soils
  162. Sustainable Use of Low Lime Fly Ashes in Geotechnical and Geoenvironmental Applications
  163. Effect of Temperature on the Heavy Metal Retention Characteristics of Semi-Arid Soils of Saudi Arabia
  164. Role of lime leachability on the geotechnical behavior of fly ashes
  165. Durability Studies on Expansive Soils Treated with Lime
  166. Effect of Pozzolanic Reactivity on Compressibility Characteristics of Stabilised Low Lime Fly Ashes
  167. CBR and strength behavior of class F fly ashes stabilized with lime and gypsum
  168. Characterization of Lime and Gypsum Amended Class F Fly Ashes As Liner Materials
  169. Role of Gypsum in the Strength Development of Fly Ashes with Lime
  170. Gypsum treated fly ash as a liner for waste disposal facilities
  171. Leachability of trace elements from two stabilized low lime Indian fly ashes