Issue: 3(34), 2014. Series: Multi-Topic

DEVELOPMENT OF LIMIT ANALYSIS METHODS FOR THE ASSESSMENT OF BEARING CAPACITY OF “BASE — SOIL FOUNDATION” SYSTEM

UDK: 624.15.078.32.001.5

Dyba V. P., Skibin G. M.

The authors summarize the results of the researches focused on the development of models of functioning of engineering infrastructure of a modern city on the example of the city of Novocherkassk with the use of methods of modeling of big systems.

---

Other articles in section

UDK: 624.131
Bogomolov A. N., Shiyan S. I., Solov′ev A. V., Bogomolova O. A.
REGULATION OF STRESS STATE AND STABILITY OF EARTHWORK STRUCTURES
Go

UDK: 624.131
Ushakov A. N.
ABOUT THE CLASSIFICATION OF FORMS OF SECTIONS OF UNDERGROUND DEVELOPMENTS
Go

UDK: 624.131
Ushakov A. N.
ABOUT DISTRIBUTION OF ZERO OF TANGENTIAL NORMAL STRESS
Go

UDK: 624.131
Shiyan S. I.
FORECAST OF LONG-TERM STABILITY AND SAFE OPERATION OF CUT AND EMBANKMENT SLOPES
Go

UDK: 624.131
Shiyan S. I.
ORGANIZATION OF SAFE OPERATION OF THE SLOPE OF THE CHANNEL OF THE VOLGA-DON WATERWAY BASED ON NEW CRITERION OF LONG-TERM STABILITY
Go

UDK: 624.131
Shiyan S. I.
COMPUTER PROGRAM FOR THE SOLUTION OF APPLIED TASKS OF GEOMECHANICS AND ESTIMATION OF LONG-TERM STABILITY OF SOIL MASSIVES
Go