Soil Mechanics and Foundation Engineering

Experimental and Numerical Investigations of the Influence of Reinforcement on the Load-Carrying Capacity of Ice Crossings

Triaxial Experimental Study on Changes in the Mechanical Properties of Rocks Under Different Rates of Confining Pressures Unloading

An Assessment of the Osmotic Pressure Effect on the Creep Properties of Silty Mudstone

The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests

Experience of Using Multi-Blade Screw Piles in Silt-Loam Soil Foundation

Investigation of the Load-Carrying Capacity of Barretes for a 56-Storey Residential Building

Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels

Precision of the Creep Coefficient and Secondary Consolidation of Water-Saturated Viscous Soil

Drag Force Effect of Surface Runoff on Stability of Shallow Soil Slope

Prediction Model for Subway Tunnel Collapse Risk Based on Delphi-Ideal Point Method and Geological Forecast

Evaluation of Karst Manifestation Parameters by Results of Numerical Calculations of Foundations

Effects of Uncertainty of Dynamic Shear Modulus Ratio on Design Ground Motion

Physical Homogenization and Chemical Stability of Nano-SiO2 Treated Loess

Determination of the Deformation Characteristics of Thawing Soils by the Triaxial Compression Method

Numerical Analysis of the Shorings of Deep Foundation Pits with Regard for the Soil Solidification

Determination of the Shear Strength of Soil Along the Lateral Surface of Driven Piles in Numerical Investigations

Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes

Application of Static Sounding to Predict the Tilt of Large Oil Storage Tanks

Procedure for Assigning a Soil Deformation Modulus of Large-Sized Slab and Slab-Pile Foundations Bases

Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles

Parameter Susceptibility Analysis of the Shimen Landslide (Liaoning Province, China)

Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models

Unpaved Road Stabilization Using Bamboo Grid and Bitumen Coated Bamboo Cells

Forecasting Stress-Strain Behavior of a Thermally-Stabilized Base

On Correct Interpretation of Object Influence Zones in Finite-Element Geomechanical Models

Important Directions of Collaboration Between the Geo-Institute (USA) and RSSMGFE (Russia) (based on the results of the 2018 International Symposium)

Influence of the Initial Relative Density on the Drained Strength Properties of Soils Subjected to Internal Erosion

Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands

Dynamic Mechanical Properties of Soil Based on Fractional-Order Differential Theory

Determining the Deformability Characteristics of Sandy Soils at a Construction Base Using Field and Laboratory Techniques

Increasing of the Efficiency of Extraction of Elements from Soil by a Tubular Diesel Hammer

Numerical Study: Influences of Local Radial Consolidation for Soft Clay

Analytical Solution for Fracture of Stope Roof Based on Pasternak Foundation Model

Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method

On the Influence of the Loading History of Sheet Pilings with Stabilized Soil Mass on Their Stress-Strain State

A Simple Method for Calculating Settlement-Time Curves of PVD-Improved Deposits

Deposition of Fine Tailing Particles and Profile Zoning Of Tailings Dams

Integration of a New Sheet-Pile Wall and Old Gravity Revetment - a Stability Study

Interaction of Gravel Piles with the Surrounding Soil and Raft

The Accelerogram-Based Probabilistic Analysis of Slope Stability

The Impact of Extreme Groundwater Recharge and Dewatering Events on the Efficiency of a Deep Anchored Wall

Experimental Study on the Approach to Predict the Shear Strength of In-Situ Sandy Gravel

On the Necessity of Correction of the Rules of Rejection of “Gross Errors” in the Statistical Processing of the Results of Testing of Soils

Derivation of Shukla’s Generalized Expression for Dynamic Active Thrust by Inclined Slice Element Method

Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions

Geotechnical Geo-Information System of Astana

On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups