Use this url to cite publication: https://hdl.handle.net/20.500.14911/114463
Grunto kerpamojo stiprumo rodiklių skaičiuojamųjų reikšmių nustatymo metodų analizė
Publication Type (CRIS)
Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)
Publication Type (eLABa)
Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)
Title
Grunto kerpamojo stiprumo rodiklių skaičiuojamųjų reikšmių nustatymo metodų analizė
J. Amšiejus
Title in other language
Comparison of methods for determination of soil shear strength design values
Is part of
Modern building materials, structures and techniques : proceedings of 6th international conference, held on May 19-21, 1999, Vilnius, Lithuania, Vol. III
Published In
| Year | Start Page | End Page |
|---|---|---|
1999 | 271 | 280 |
Publisher
Vilnius : Technika, 1999
Extent
p. 271-280
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
In existing foundation design codes there is no unique methodology for the determination of soil shear strength design values. Values, which are calculated using various design codes, differ significantly. Author used method of mathematical statistics for the approximation of experimental data of soil shear strength. It was disclosed, that shear strength design values depends very much on the assumptions, which are adopted for the approximation of experimental data. Therefore, reliability of designed foundations depends on the applied assumptions also.
Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Lietuvių / Lithuanian (lt)
Country
Lietuva / Lithuania (LT)
Owning collection
ISBN (of the container)
9986053781
eLABa ID
15328070