Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
土力学和基础工程为西方工程师提供了俄罗斯重型建筑技术的进步。经验丰富的土木工程师的详细贡献提供了对该领域当前困难的见解、适用的创新解决方案以及最近制定的土壤分析和基础设计指南。
A Field Experimental Study on the Diffusion Behavior of Expanding Polymer Grouting Material in Soil
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09586-7
Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09569-8
An Analytical Study on Blast-Induced Ground Vibration with Gravitational Effect
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09604-8
Experimental and Numerical Investigations of the Influence of Reinforcement on the Load-Carrying Capacity of Ice Crossings
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09566-x
Triaxial Experimental Study on Changes in the Mechanical Properties of Rocks Under Different Rates of Confining Pressures Unloading
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09598-3
An Assessment of the Osmotic Pressure Effect on the Creep Properties of Silty Mudstone
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09608-4
The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09599-2
Experience of Using Multi-Blade Screw Piles in Silt-Loam Soil Foundation
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09553-2
Investigation of the Load-Carrying Capacity of Barretes for a 56-Storey Residential Building
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09561-2
Vertical Earth Pressure Design for High-Filled Cut-and-Cover Tunnels
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09588-5
Precision of the Creep Coefficient and Secondary Consolidation of Water-Saturated Viscous Soil
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09607-5
Drag Force Effect of Surface Runoff on Stability of Shallow Soil Slope
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/S11204-019-09563-0
Prediction Model for Subway Tunnel Collapse Risk Based on Delphi-Ideal Point Method and Geological Forecast
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09589-4
Evaluation of Karst Manifestation Parameters by Results of Numerical Calculations of Foundations
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09605-7
Effects of Uncertainty of Dynamic Shear Modulus Ratio on Design Ground Motion
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09574-x
Physical Homogenization and Chemical Stability of Nano-SiO2 Treated Loess
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09611-9
Determination of the Deformation Characteristics of Thawing Soils by the Triaxial Compression Method
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09571-0
Numerical Analysis of the Shorings of Deep Foundation Pits with Regard for the Soil Solidification
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09595-6
Determination of the Shear Strength of Soil Along the Lateral Surface of Driven Piles in Numerical Investigations
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09552-3
Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09565-y
Application of Static Sounding to Predict the Tilt of Large Oil Storage Tanks
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09590-x
Procedure for Assigning a Soil Deformation Modulus of Large-Sized Slab and Slab-Pile Foundations Bases
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09612-8
Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09556-z
Parameter Susceptibility Analysis of the Shimen Landslide (Liaoning Province, China)
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09562-1
Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09606-6
Unpaved Road Stabilization Using Bamboo Grid and Bitumen Coated Bamboo Cells
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09613-7
Forecasting Stress-Strain Behavior of a Thermally-Stabilized Base
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09560-3
On Correct Interpretation of Object Influence Zones in Finite-Element Geomechanical Models
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09567-w
Important Directions of Collaboration Between the Geo-Institute (USA) and RSSMGFE (Russia) (based on the results of the 2018 International Symposium)
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09594-7
Influence of the Initial Relative Density on the Drained Strength Properties of Soils Subjected to Internal Erosion
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09602-w
Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09603-9
Dynamic Mechanical Properties of Soil Based on Fractional-Order Differential Theory
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09550-5
Determining the Deformability Characteristics of Sandy Soils at a Construction Base Using Field and Laboratory Techniques
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09585-8
Increasing of the Efficiency of Extraction of Elements from Soil by a Tubular Diesel Hammer
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09578-7
Numerical Study: Influences of Local Radial Consolidation for Soft Clay
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09584-9
Analytical Solution for Fracture of Stope Roof Based on Pasternak Foundation Model
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09582-x
Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09597-4
On the Influence of the Loading History of Sheet Pilings with Stabilized Soil Mass on Their Stress-Strain State
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09591-w
A Simple Method for Calculating Settlement-Time Curves of PVD-Improved Deposits
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09564-z
Deposition of Fine Tailing Particles and Profile Zoning Of Tailings Dams
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09615-5
Integration of a New Sheet-Pile Wall and Old Gravity Revetment - a Stability Study
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09592-9
Interaction of Gravel Piles with the Surrounding Soil and Raft
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09583-w
The Accelerogram-Based Probabilistic Analysis of Slope Stability
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09572-z
The Impact of Extreme Groundwater Recharge and Dewatering Events on the Efficiency of a Deep Anchored Wall
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09577-8
Experimental Study on the Approach to Predict the Shear Strength of In-Situ Sandy Gravel
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09587-6
On the Necessity of Correction of the Rules of Rejection of “Gross Errors” in the Statistical Processing of the Results of Testing of Soils
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09593-8
Derivation of Shukla’s Generalized Expression for Dynamic Active Thrust by Inclined Slice Element Method
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09573-y
Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09600-y
Geotechnical Geo-Information System of Astana
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09558-x
On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups
来源期刊：Soil Mechanics and Foundation EngineeringDOI：10.1007/s11204-019-09549-y
