INTERACTION OF AXISYMMETRICAL SHELL FOUNDATION WITH GROUND BASE UNDER ECCENTRIC LOAD
UDK: 624.15
Bartolomey L. A., Tarasenko A. A., Pronozin Y. A., Melnikov R. V.
Issues of numerical simulation of axisymmetrical shell foundation on ground base under eccentric load are considered. Comparison with performance of plane round foundation and ring one is presented.
Other articles in section
UDK: 624.131 Bogomolova O. A., Vayngolts A. I., Babakhanov B. S., Nesterov R. S., Ivanov A. S., Ushakov A. N. THE INFLUENCE OF LOADING DIAGRAM FORM ON THE NUMERICAL COMPUTATION RESULTS OF THE STRESS STATE OF TWO-LAYER FOUNDATION OF STRIP FOUNDATION Go
UDK: 624.15 Chikishev V. M., Pronozin Y. A., Mironov V. V., Poroshin O. S. DEFLECTIVITY OF SOIL BASE UNDER EVEN AND UNEVEN LOAD Go
UDK: 631.234 Blazhnov A. A. BASES OF DESIGNING OF BUILDINGS ON SUBSTRATUM MANUFACTURE FOR AGRICULTURAL PRODUCTS CULTIVATION Go
Copyright � 2006 “Internet-vestnik VolgGASU”. ISSN 1994-0351. The citation of materials must include reference to this site.