Algorithm for Selection of Geo-technical Technologies for Strengthening of Weak Bases
An Experience from the Geotechnical Practice of Reinforcing a Leaned Slope
Choosing the Type of Bored Piles with Increased Bearing Capacity Values
Electric-Discharge Technology for Strengthening Bases
Electro-impulse Device for Installation of Bored-Injection Piles
Features of the Geotechnical Practice of Constructing a Four-Story Brick Building Near a Cultural Heritage Object
Forecast of Settlement of Large-Size Foundations at High Pressures on the Base
Geotechnical Practice of Emergency Situation Recovery on a High-Pressure Water Conduit
Geotechnical Technology for Preventing Inundation of Plain Territories
Inconsistencies in the Reliable Operation of the Cultural Heritage Object – the Chuvash Drama Theater Named After K.V. Ivanov
Long Research in Deformation Processes of Foundation Bases under Increased Loads
Method for Calculation of Settlements of Large-Size Foundations under Increased Loads
Method of Alignment of Tilts of Objects with Large-Size Foundations and Increased Loads on Them
Method of Calculation and Design Technology of Bored-Injection Piles
Negative Experience of Geotechnical Calculations and Installation of Retaining Buried Structures
One of the Cases of Strengthening the Base of a Deformed Landslide Protection Retaining Wall
One of the Common Mistakes when Building Objects in Cluttered Urban Environment
Selection of the Optimal Type of Bored-Injection Piles Strengthening of Weak Bases of High-Speed Railway Lines
Technological Aspects of Increasing the Reliability of Existing Retaining Walls
The Choice of Optimal Type of Buried Structures in Subsiding Soils
The Practice of Construction in Particularly Cramped Conditions