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Model of interaction between geosynthetic strip and unbound soil in reinforced earth structures : doctoral thesis
Knowledge of the mechanism of interaction between the soil and the reinforcement element is
crucial for the design of reinforced soil structures. It depends on the type of the reinforcing
element and the soil that is used. The majority of previous research studied the mechanism of
interaction either between the metal strip or nets, or else geosynthetic nets or geotextile and
soil, while a smal…
Contributors
- Hrženjak, Petar
- Mulabdić, Mensur
Creator
- Gradiški, Karolina
Publisher
- University of Zagreb. Faculty of Mining, Geology and Petroleum Engineering.
Subject
- reinforced soil
- friction interaction coefficient
- geosynthetic strip
- direct shear test
- pullout test
- numerical analysis
- TECHNICAL SCIENCES. Mining, Petroleum and Geology Engineering. Mining.
- Mining
Type of item
- info:eu-repo/semantics/doctoralThesis
- text
Date
- 2017-06-30
- 2017-06-30
Contributors
- Hrženjak, Petar
- Mulabdić, Mensur
Creator
- Gradiški, Karolina
Publisher
- University of Zagreb. Faculty of Mining, Geology and Petroleum Engineering.
Subject
- reinforced soil
- friction interaction coefficient
- geosynthetic strip
- direct shear test
- pullout test
- numerical analysis
- TECHNICAL SCIENCES. Mining, Petroleum and Geology Engineering. Mining.
- Mining
Type of item
- info:eu-repo/semantics/doctoralThesis
- text
Date
- 2017-06-30
- 2017-06-30
Providing institution
Aggregator
Rights statement for the media in this item (unless otherwise specified)
- http://rightsstatements.org/vocab/InC/1.0/
Identifier
- https://dr.nsk.hr/islandora/object/rgn:619
- https://urn.nsk.hr/urn:nbn:hr:169:146673
- https://repozitorij.unizg.hr/islandora/object/rgn:619
- https://dr.nsk.hr/islandora/object/rgn%3A619/datastream/TN/view/
Format
- application/pdf
Language
- hrv
Providing country
- Croatia
Collection name
First time published on Europeana
- 2019-04-05T13:44:09.019Z
Last time updated from providing institution
- 2019-04-05T13:44:09.019Z