Initial investigation of the intrinsic geomechanical properties of soils in area of landslide Černá Pole

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU135369" target="_blank" >RIV/00216305:26110/19:PU135369 - isvavai.cz</a>

Výsledek na webu

<a href="http://webu3.vgtu.lt/uni/stf/mbmst/280-284_MBMST_092.pdf" target="_blank" >http://webu3.vgtu.lt/uni/stf/mbmst/280-284_MBMST_092.pdf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3846/mbmst.2019.092" target="_blank" >10.3846/mbmst.2019.092</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Initial investigation of the intrinsic geomechanical properties of soils in area of landslide Černá Pole

Popis výsledku v původním jazyce

One of the most important type of Brno’s subsoil is Miocene’s clay. Mechanical properties of these clays were already studied by various methods, authors, in several locations. These parameters, however, varies across the locations and therefore new data are needed to further refineme them. The objective of the laboratory tests presented in this paper was to determine shear strength and compressibility parameters on reconstituted samples, locality Černá Pole. Stiffness parameters for primary loading and unloading – reloading were obtained from series of oedometer tests. Consolidated undrained triaxial tests were performed for evaluation of soil critical shear strength. Obtained results were compared with another available data.

Název v anglickém jazyce

Initial investigation of the intrinsic geomechanical properties of soils in area of landslide Černá Pole

Popis výsledku anglicky

One of the most important type of Brno’s subsoil is Miocene’s clay. Mechanical properties of these clays were already studied by various methods, authors, in several locations. These parameters, however, varies across the locations and therefore new data are needed to further refineme them. The objective of the laboratory tests presented in this paper was to determine shear strength and compressibility parameters on reconstituted samples, locality Černá Pole. Stiffness parameters for primary loading and unloading – reloading were obtained from series of oedometer tests. Consolidated undrained triaxial tests were performed for evaluation of soil critical shear strength. Obtained results were compared with another available data.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2019

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES MBMST 2019

ISBN

978-609-476-197-3

ISSN

2029-9915

e-ISSN

—

Počet stran výsledku

5

Strana od-do

280-284

Název nakladatele

VGTU Press

Místo vydání

Vilnius

Místo konání akce

Vilnius

Datum konání akce

16. 5. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000661870600040