Determination of axial stiffness of the geosynthetics reinforcement for numerical modelling - part 1

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F08%3APU78391" target="_blank" >RIV/00216305:26110/08:PU78391 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
čeština
Original language name
Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1
Original language description
The paper provides one of most parameter that is in geosynthetics reinforced soil walls modelling required. Axial stiffness of geosynthetics reinforcement is used for conversion of strain to reinforcement loads as well as in new working stress design method. This approach known as K-Stiffness method was developed in North America due to conservatism in design practise. The principles of this method are here summarized as well.
Czech name
Stanovení osové tuhosti geosyntetik pro numerické modelování - část 1
Czech description
The paper provides one of most parameter that is in geosynthetics reinforced soil walls modelling required. Axial stiffness of geosynthetics reinforcement is used for conversion of strain to reinforcement loads as well as in new working stress design method. This approach known as K-Stiffness method was developed in North America due to conservatism in design practise. The principles of this method are here summarized as well.

Publication year
2008
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Česko-slovenská konference "Stavební konstrukce z pohledu geotechniky"
ISBN
978-80-7204-609-6
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
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Publisher name
Akademické nakladatelství CERM s.r.o.
Place of publication
Brno
Event location
Brno
Event date
Dec 11, 2008
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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