Publisher
Salehan Institute of Higher Education
Society Collaborations
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Physical Model Test for Soft Soil With or Without Prefabricated Vertical Drain with Loading
Abstract : 1629
PDF : 796
Effect of Liquefaction Induced Lateral Spreading on Seismic Performance of Pile Foundations
Abstract : 1520
PDF : 849
Impact of Vertical Vibration on Group Piles During Earthquake Loading: Experimental Findings
Abstract : 725
PDF : 380
Physiochemical Characterization and Dematerialization of Coal Class F Flyash Residues from Thermal Power Plant
Abstract : 1282
PDF : 976
Investigation of Performance of Soil-Cement Pile in Support of Foundation Systems for High-Rise Buildings
Abstract : 5435
PDF : 2085
Compilation of Parameter Control for Mapping the Potential Landslide Areas
Abstract : 1265
PDF : 1012
Simple Equations for Considering Spatial Variability on the Bearing Capacity of Clay
Abstract : 1610
PDF : 823
Effects of Temperature in Different Initial Duration Time for Soft Clay Stabilized by Fly Ash Based Geopolymer
Abstract : 1497
PDF : 919
Assessment of Primary and Secondary Compression Parameters of Tropical Fibrous Peat Using Improved-CRS Consolidation Test
Abstract : 1190
PDF : 420
Predicting Soil Electrical Resistivity Using Geotechnical Properties and Artificial Neural Networks
Abstract : 67
PDF : 195
Analysis of Influence Factor of Soil-Structure Interaction Considered in Pile Analysis using Finite Element Analysis
Abstract : 937
PDF : 309
Assessing the Effects of Freeze-Thaw Cycles and Traffic Load on Pavement Resilience
Abstract : 950
PDF : 465
Subsurface Analysis Using Microtremor and Resistivity to Determine Soil Vulnerability and Discovery of New Local Fault
Abstract : 1228
PDF : 729
Application of Nor Sand Constitutive Model in a Highway Fill Embankment Slope Stability Failure Study
Abstract : 1583
PDF : 1103
Assessment of Soil Shear Strength Parameters: Insights from Direct Shear and Direct Simple Shear Testing
Abstract : 35
PDF : 93
Armor Layer Uniformity and Thickness in Stationary Conditions with Steady Uniform Flow
Abstract : 1327
PDF : 781
Deterministic Seismic Hazard Analysis to Determine Liquefaction Potential Due to Earthquake
Abstract : 1177
PDF : 879
Effect of Interaction between Bridge Piers on Local Scouring in Cohesive Soils
Abstract : 1799
PDF : 954
Maximum Strain Effect and Secant Modulus Variation of Hemic Peat Soil at large Deformation due to Cyclic Loading
Abstract : 823
PDF : 637
Optimization of Bituminous Pavement Thickness using Mechanistic-Empirical Strain-Based Design Approach
Abstract : 1475
PDF : 1284
Discharge Coefficient of a C-Type Piano Key Side Weir at 30° and 120° Sections of a Curved Channel
Abstract : 2043
PDF : 880
