ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD
The Ploče by-pass road will be constructed partly in limestones and partly in clayey-silty-sandy sediments. In order to obtain reliable data for purposes of safe foundation technique for the road and respective structures, field and laboratory investigations were performed. The results are given in...
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Faculty of Mining, Geology and Petroleum Engineering
2000-12-01
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doaj-2e0faf4cf29c480fa84344a6fe3deade2020-11-24T21:26:38ZengFaculty of Mining, Geology and Petroleum EngineeringRudarsko-geološko-naftni Zbornik0353-45291849-04092000-12-011213743ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROADDuško Barčot 0Ivan Grabovac1Slobodan Šestanović 2Institut IGH d.d., Split Business Center, Matice hrvatske 15, HR-21000 Split, CroatiaInstitut IGH d.d., Split Business Center, Matice hrvatske 15, HR-21000 Split, CroatiaFaculty of Civil Engineering, University of Split, Matice hrvatske 15, HR-21000 Split, CroatiaThe Ploče by-pass road will be constructed partly in limestones and partly in clayey-silty-sandy sediments. In order to obtain reliable data for purposes of safe foundation technique for the road and respective structures, field and laboratory investigations were performed. The results are given in this paper. The limestones were classified based on Geological Strength Index (GSI) while the properties of clayey-silty-sandy sediments were determined in the laboratory. The obtained results were used as a base for geostatic calculations by a numerical model and for the design of foundations (the paper is published in Croatian).http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=8104&lang=enlimestonesclayey-silty-sandy sedimentsroadPloče |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Duško Barčot Ivan Grabovac Slobodan Šestanović |
spellingShingle |
Duško Barčot Ivan Grabovac Slobodan Šestanović ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD Rudarsko-geološko-naftni Zbornik limestones clayey-silty-sandy sediments road Ploče |
author_facet |
Duško Barčot Ivan Grabovac Slobodan Šestanović |
author_sort |
Duško Barčot |
title |
ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD |
title_short |
ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD |
title_full |
ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD |
title_fullStr |
ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD |
title_full_unstemmed |
ENGINEERING GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE PLOČE BY-PASS ROAD |
title_sort |
engineering geological and geotechnical characteristics of the ploče by-pass road |
publisher |
Faculty of Mining, Geology and Petroleum Engineering |
series |
Rudarsko-geološko-naftni Zbornik |
issn |
0353-4529 1849-0409 |
publishDate |
2000-12-01 |
description |
The Ploče by-pass road will be constructed partly in limestones and partly in clayey-silty-sandy sediments. In order to obtain reliable data for purposes of safe foundation technique for the road and respective structures, field and laboratory investigations were performed. The results are given in this paper. The limestones were classified based on Geological Strength Index (GSI) while the properties of clayey-silty-sandy sediments were determined in the laboratory. The obtained results were used as a base for geostatic calculations by a numerical model and for the design of foundations (the paper is published in Croatian). |
topic |
limestones clayey-silty-sandy sediments road Ploče |
url |
http://hrcak.srce.hr/index.php?show=clanak&id_clanak_jezik=8104&lang=en |
work_keys_str_mv |
AT duskobarcot engineeringgeologicalandgeotechnicalcharacteristicsoftheplocebypassroad AT ivangrabovac engineeringgeologicalandgeotechnicalcharacteristicsoftheplocebypassroad AT slobodansestanovic engineeringgeologicalandgeotechnicalcharacteristicsoftheplocebypassroad |
_version_ |
1725978450048581632 |