Analysis of the Calculated Prerequisites for the Geotechnical Forecast of New Construction on the Surrounding Buildings

Construction of Tunnels under the Existing Metro Station

Determination of Application Limits of Graph-Analytical Method of a Single Pile Settlement Calculation

Determination of Strength Characteristics of Rocks in Air-Dry and Water-Saturated State

Determination of Strength Parameters of Soils Based on the Results of Plate Load Tests

Determination of the Actual Outbreak Ratio in Rocky Soils

Features of Modeling the Operation of the Base under Dynamic Loads During the Operation of the Subway

Graphic-Analytical Method for Calculating the Settlement of a Pile in a Multilayer Array, Taking into Account the Detachment and Slipping of the Pile Along the Ground

Influence of Soils Damping on the Interaction of the Base and Structure Under Seismic Action

Interaction of Non-Filtering Crushed Stone Pile (Column) with Surrounding Consolidating Soil and Plate in the Pile-Slab Foundation

Numerical Simulation of Compensation Injection Problems Near Deep Excavations

Sediment of a Weak Base under a Sand Cushion Containing a Foundation of Finite Width

Settlement and Bearing Capacity of a Round Stamp on an Elastic-Plastic Base

The Actual Volume Loss of Soil Coefficient for Tunnels in Cohesive and Rock Soils

Theoretical Basis for Forecasting the Expansion of the Diameter of the Leading Well in Water-Saturated Soil with a Crushed Stone Bored Pile