Phenomenon of preconsolidation and simple tools for the influence zone depth estimation

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00174037" target="_blank" >RIV/68407700:21110/10:00174037 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Phenomenon of preconsolidation and simple tools for the influence zone depth estimation
Original language description
When erecting upper structure the man manufactured materials are used. In the case of foundation the nature situation must be almost respected. The geostatical stress plays significant role on the subsoil behavior. The geostatical stress state is de facto natural form of the soil compaction. The soil has ability memorized the highest stress that has been ever loaded. The soil can be considered incompressible if the magnitude of a surcharge is lower. In engineering practice, this is used so that the construction of higher buildings is founded in the deeper hole so that the depth of influence zone reached acceptable value for the future surcharge of the upper structure. For extremely tall buildings, the deep hole foundation must be prolonged by the piles. The contribution is focused on the laboratory measurement of preconsolidation and this phenomenon verification. There are presented analytical formulas and graphs for the influence zone depth estimation.
Czech name
—
Czech description
—

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Konštrukčné a fyzikálne aspekty stavebného inžinierstva, 2010
ISBN
978-80-553-0527-1
ISSN
—
e-ISSN
—
Number of pages
8
Pages from-to
—
Publisher name
Technická univerzita v Košiciach
Place of publication
Košice
Event location
Štrbské pleso
Event date
Nov 24, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—

Similar results(10)