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Pore
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keywords:(Pore)
The Uniaxial Tensile Strength of Compacted Expansive Soils
Development of Excess Pore Water Pressure in Sand during K0-Controlled Cyclic Loading
Using Working Parameters to Control Formation and Shape of Lotus-Type Pores
Nonlinear wave effects on the oscillatory pore pressure induced forces on buried pipelines
Wave-induced seepage force on a buried pipe in the presence of a floating structure
Laboratory full-scale model test of subgrade mud pumping for ballastless track of high-speed railway
Dynamic analysis of OWT foundation with large diameter monopile under transient storm loading
Simulation of Geosynthetic Encased Stone Column Under Embankment Loading in Soft Clay
Performance Analysis of Sulfate Pisha-Sandstone Cement Soil Based on the Grey Entropy Theory
Numerical Determination of Moisture Diffusivity in Concrete
Effects of Reaction Conditions on EICP-Treated Desert Aeolian Sand
Anti-liquefaction Performance of Stacked Sandbags: Shaking Table Tests and Numerical Simulations
One-Dimensional Consolidation Analysis of Saturated Soft Clay Based on Water Content Variation
Fire-Induced Failure of Long-Term Service and Fresh Concrete Beams Subjected to Fire
Effect of Water Absorption and Loss Characteristics of Fine Aggregates on Aggregate-Asphalt Adhesion
Coupled Damage-Plasticity Modelling of Saturated Shale under Undrained Condition
Effect of Dry-Wet Cycling on the Residual Strength Characteristics of Coal Measure Soil
Pore acceptance predictions of motorised Two-Wheelers during filtering at urban Mid-Block sections
Experimental Study on Thermal Conductivity of Concrete Using Ferronickel Slag Powder
Stability Analysis of Soil Slope Subjected to Perched Water Condition
Adsorption of Cd(II) and Cu(II) onto Clay Modified with Sludge Activated Carbon
Stress–Strain Behavior of Municipal Solid Waste in Undrained Loading Condition
Active Earth Thrust Considering Tension Crack, Pore-water Pressure and Soil Nonlinearity
Active Earth Thrust Considering Tension Crack, Pore-water Pressure and Soil Nonlinearity
A Pore Size Distribution-based Microscopic Model for Evaluating the Permeability of Clay
A Pore Size Distribution-based Microscopic Model for Evaluating the Permeability of Clay
3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses
3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses
A Simplified Approach for Estimating Settlement of Soft Clay under Vacuum Consolidation
A model for soil-structure interaction - Application to small modular reactors
Effect of Crushing and Strain Rate on Mechanical Behavior of Type-F Fly Ash