Analysis of the Correctness of Methods of Accounting Temperature Impact on Metal Struts of Excavation Retaining System and Possibilities of its Increase

Assessment of Pile-Slab Foundation Settlement in Pseudo Non-Linear Formulation

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

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

Features of the Calculation of Engineering Preparation in the Territory with Active Tectonic Processes

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

Problems of Application of Design Methods for Bases Reinforced with Reinforced Concrete Elements