On the use of 1g physical models for ground movements and soil-structure interaction problems
| Autor: | Huu-Luyen Nghiem, Marwan Al Heib, Fabrice Emeriault |
|---|---|
| Přispěvatelé: | Institut National de l'Environnement Industriel et des Risques (INERIS), GéoMécanique, Laboratoire sols, solides, structures - risques [Grenoble] (3SR), Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP ), Université Grenoble Alpes (UGA)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP ), Université Grenoble Alpes (UGA) |
| Jazyk: | angličtina |
| Rok vydání: | 2020 |
| Předmět: |
Digital image correlation
Physical model business.industry [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique 0211 other engineering and technologies Subsidence 02 engineering and technology Masonry 010502 geochemistry & geophysics Geotechnical Engineering and Engineering Geology 01 natural sciences Civil engineering Position (vector) lcsh:Engineering geology. Rock mechanics. Soil mechanics. Underground construction Soil structure interaction Container (abstract data type) lcsh:TA703-712 Instrumentation (computer programming) business ComputingMilieux_MISCELLANEOUS Geology 021101 geological & geomatics engineering 0105 earth and related environmental sciences |
| Zdroj: | Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 1, Pp 197-211 (2020) Journal of Rock Mechanics and Geotechnical Engineering Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2020, 12 (1), pp.197-211. ⟨10.1016/j.jrmge.2019.07.006⟩ |
| ISSN: | 1674-7755 |
| DOI: | 10.1016/j.jrmge.2019.07.006⟩ |
| Popis: | The paper focusses on the use of physical modelling in ground movements (induced by underground cavity collapse or mining/tunnelling) and associated soil-structure interaction issues. The paper presents first an overview of using 1g physical models to solve geotechnical problems and soil-structure interactions related to vertical ground movements. Then the 1g physical modelling application is illustrated to study the development of damage in masonry structure due to subsidence and cavity collapse. A large-scale 1g physical model with a 6 m3 container and 15 electric jacks is presented with the use of a three-dimensional (3D) image correlation technique. The influence of structure position on the subsidence trough is analysed in terms of crack density and damage level. The obtained results can improve the methodology and practice for evaluation of damage in masonry structures. Nevertheless, ideal physical model is difficult to achieve. Thus, future improvement of physical models (analogue materials and instrumentation) could provide new opportunities for using 1g physical models in geotechnical and soil-structure applications and research projects. Keywords: Subsidence, Physical modelling, Geotechnical problems, Soil-structure interaction |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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