The effect of different types of water on the swelling behaviour of expansive clays
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27350%2F14%3A86090271" target="_blank" >RIV/61989100:27350/14:86090271 - isvavai.cz</a>
Výsledek na webu
<a href="http://80.apps.webofknowledge.com.dialog.cvut.cz/full_record.do?product=WOS&search_mode=AuthorFinder&qid=5&SID=U1jOOMsjaKqyxBxgDfF&page=1&doc=3" target="_blank" >http://80.apps.webofknowledge.com.dialog.cvut.cz/full_record.do?product=WOS&search_mode=AuthorFinder&qid=5&SID=U1jOOMsjaKqyxBxgDfF&page=1&doc=3</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/s10064-014-0598-4" target="_blank" >10.1007/s10064-014-0598-4</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The effect of different types of water on the swelling behaviour of expansive clays
Popis výsledku v původním jazyce
In the design of foundations of structures, especially light buildings, on clayey soils, the main soil behaviours to be considered are swelling properties and surface heave. Therefore, determination of swelling properties by means of swell percent and maximum swell pressure as well as estimation of the surface is very important in the investigation of such soils and light structures on them. In order to obtain the swelling parameters of clayey soils, experimental laboratory tests were carried out and standardised. Distilled water is generally used during these experimental tests; however, the soil in situ interacts with different types of water having different water chemistries. Therefore, the swelling behaviour of expansive soils tested with distilled water would naturally be different from the behaviour of expansive soils tested with different water types and chemistries. For this reason, it was anticipated that determination of the realistic swell behaviour in laboratory experiment
Název v anglickém jazyce
The effect of different types of water on the swelling behaviour of expansive clays
Popis výsledku anglicky
In the design of foundations of structures, especially light buildings, on clayey soils, the main soil behaviours to be considered are swelling properties and surface heave. Therefore, determination of swelling properties by means of swell percent and maximum swell pressure as well as estimation of the surface is very important in the investigation of such soils and light structures on them. In order to obtain the swelling parameters of clayey soils, experimental laboratory tests were carried out and standardised. Distilled water is generally used during these experimental tests; however, the soil in situ interacts with different types of water having different water chemistries. Therefore, the swelling behaviour of expansive soils tested with distilled water would naturally be different from the behaviour of expansive soils tested with different water types and chemistries. For this reason, it was anticipated that determination of the realistic swell behaviour in laboratory experiment
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Bulletin of Engineering Geology and the Environment
ISSN
1435-9529
e-ISSN
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Svazek periodika
73
Číslo periodika v rámci svazku
4
Stát vydavatele periodika
DE - Spolková republika Německo
Počet stran výsledku
14
Strana od-do
1049-1062
Kód UT WoS článku
000344323700013
EID výsledku v databázi Scopus
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