| Naslov: | The geo-mechanics behaviour of soft marine silts under a nearshore rubble-mound breakwater |
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| Avtorji: | ID Chien, Lien-Kwei (Avtor)
ID Tsung-Shen, Feng (Avtor)
ID Chen, Tsung-Ching (Avtor)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic) |
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| Datoteke: |  Acta_geotechnica_Slovenica_2009_Chien,_Tsung-Shen,_Chen_The_geo-mechanics_behaviour_of_soft_marine_silts_under_a_nearshore_rubble-mound.pdf (1,18 MB)
MD5: 1C7D3ED88FA812488677F271B0057CF0
PID: 20.500.12556/dkum/06f8a4ac-d9c9-49a9-b5df-bd2707a2f390
 http://fgserver3.fg.um.si/journal-ags/2009-2/article-6.asp
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| Jezik: | Angleški jezik |
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| Vrsta gradiva: | Znanstveno delo |
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| Tipologija: | 1.01 - Izvirni znanstveni članek |
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| Organizacija: | FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
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| Opis: | In this study, the soft marine silts under a rubble-mound breakwater in Ma-Zu of west Taiwan are adopted as a test sample. The specimens were prepared by a new, remolded method at dry density and consolidated stresses. Tri-axial shear-strength tests were performed to evaluate the pore-water pressure and the shear strength. The test results show that the pore-water pressure increases gradually and is close to the critical values as the axial strain increases. In addition, under isotropic and K0 consolidation, both the c and c' of the soft marine silts were 0 kPa, which means that the silts do not have any shear resistance, just like fluid under a rubble-mound breakwater. Based on the linear-elasticity and the one-dimensional consolidation theory, the model of the settlement and stability was evaluated in SIGMA/W. The results show that the soft marine silts at the breakwater induced a displacement, greatly increasing with the filling rubble-mound loading. The figures and results can be referenced for a stability evaluation of the silt soil deposits under the rubble-mound breakwater. The results are useful for marine silts mechanics and a stability analysis for the planning, design, and related research on near-shore engineering. |
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| Ključne besede: | geo-mechanics behavior, soft marine silt, rubble-mound breakwater, settlement, numerical simulation mode |
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| Status publikacije: | Objavljeno |
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| Verzija publikacije: | Recenzirani rokopis |
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| Leto izida: | 2009 |
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| Št. strani: | str. 77-93 |
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| Številčenje: | Letn. 6, št. 2 |
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| PID: | 20.500.12556/DKUM-70694  |
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| ISSN: | 1854-0171 |
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| UDK: | 551.435.12(593) |
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| COBISS.SI-ID: | 257446144 |
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| ISSN pri članku: | 1854-0171 |
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| NUK URN: | URN:SI:UM:DK:A5CDTIMI |
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| Avtorske pravice: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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| Datum objave v DKUM: | 06.06.2018 |
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| Število ogledov: | 1480 |
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| Število prenosov: | 178 |
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| Metapodatki: |    |
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| Področja: | Ostalo
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