| Naslov: | Determination of passive earth pressure using three-dimensional failure mechanism |
|---|
| Avtorji: | ID Vrecl-Kojc, Helena (Avtor)
ID Škrabl, Stanislav (Avtor)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic) |
|---|
| Datoteke: |  Acta_geotechnica_Slovenica_2007_Vrecl-Kojc,_Skrabl_Determination_of_passive_earth_pressure_using_three-dimensional_failure_mechanism.pdf (504,97 KB)
MD5: 9FEBC22CD80FCCE5193E812E72D09324
PID: 20.500.12556/dkum/91be351a-c343-48ea-a0b5-5db10aac829e
 http://fgserver3.fg.um.si/journal-ags/2007-1/article-2.asp
|
|---|
| Jezik: | Angleški jezik |
|---|
| Vrsta gradiva: | Znanstveno delo |
|---|
| Tipologija: | 1.01 - Izvirni znanstveni članek |
|---|
| Organizacija: | FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
|
|---|
| Opis: | This paper presents a modified three-dimensional (3D) failure mechanism for determining the 3D passive earth pressure coefficient using the upper bound theorem within the framework of the limit analysis theory. The translational kinematically admissible failure mechanism generalized with a depth of h = 1.0 is considered in the analysis. The mechanism geometry presents a volume of rigid blocks composed of the central body and two lateral rigid bodies, which are connected by a common velocity field. The front surface of the central body interacts with the retaining wall, while the upper surface can be loaded by surcharge loading. The lateral body segments represent four- and three-sided polygons in the cross section of the central body; therefore, they define the polygonal failure surface of the central part. At the outer side, each segment of the lateral body is bounded by infinitesimally spaced rigid half-cones that describe the envelope of a family of half-cones. The numerical results of 3D passive earth pressure limit values are presented by non-dimensional coefficients of passive earth pressure influenced by the soil weight Kpg and a coefficient of passive earth pressure influenced by the surcharge Kpq. This research was intended to improve the lowest values obtained until now using the limit analysis theory. The results are presentedin a graphical form depending on the geometrical parameters and soil properties. A brief description of two world-recognized failure mechanisms based on the limit analysis approach, and the comparison of three failure mechanism results are also presented. |
|---|
| Ključne besede: | soil mechanics, passive earth pressure, upper bound theorem, optimization, three-dimensional failure mechanism |
|---|
| Status publikacije: | Objavljeno |
|---|
| Verzija publikacije: | Objavljena publikacija |
|---|
| Leto izida: | 2007 |
|---|
| Št. strani: | str. 10-23 |
|---|
| Številčenje: | Letn. 4, št. 1 |
|---|
| PID: | 20.500.12556/DKUM-70519  |
|---|
| ISSN: | 1854-0171 |
|---|
| UDK: | 624.131.3 |
|---|
| COBISS.SI-ID: | 11581462 |
|---|
| ISSN pri članku: | 1854-0171 |
|---|
| NUK URN: | URN:SI:UM:DK:8QIFIMCG |
|---|
| Avtorske pravice: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
|---|
| Datum objave v DKUM: | 18.05.2018 |
|---|
| Število ogledov: | 1324 |
|---|
| Število prenosov: | 74 |
|---|
| Metapodatki: |    |
|---|
| Področja: | Ostalo
|
|---|
|
:
|
Kopiraj citat |
|---|
| | | | Skupna ocena: | (0 glasov) |
|---|
| Vaša ocena: | Ocenjevanje je dovoljeno samo prijavljenim uporabnikom. |
|---|
| Objavi na: |  |
|---|
Postavite miškin kazalec na naslov za izpis povzetka. Klik na naslov izpiše
podrobnosti ali sproži prenos. |
