- Tytuł:
-
Wpływ struktury na skurczalność gruntów spoistych
The influence of soil structure on clay soil shrinkage - Autorzy:
-
Izdebska-Mucha, D.
Wójcik, E. - Powiązania:
- https://bibliotekanauki.pl/articles/2075049.pdf
- Data publikacji:
- 2013
- Wydawca:
- Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
- Tematy:
-
shrinkage curve
shrinkage limit
clay soil
soil structure
void ratio
skurczalność gruntu
granica skurczalności
grunt spoisty
struktura gruntu
wskaźnik porowatości - Opis:
- This paper deals with the structural factors affecting shrinkage phenomena. Seventy eight soil samples were tested, including: Neogene (Mio-Pliocene) clays, glacial tills, clayey alluvial soils, bentonite, illitic clay and kaolinite. Destructed soils (remoulded samples) were compared with undisturbed soils (NNS). Analysis of shrinkage curves showed that the most hydrophilic clays and well-graded soils have the lowest void ratio and shrinkage limit. Shrinkage curves ofsilty and sandy soils are relatively plane with poorly differentiated shrinkage stages. For Neogene clays, shrinkage curves of remoulded samples are similar to the undisturbed ones. Both series of samples yielded similar final void ratio and shrinkage limit values. For alluvial soils and glacial tills, remoulded samples yielded a lower void ratio and higher shrinkage limit values than NNS samples. The results obtained showed that the soil fabric (natural preserved versus disturbed) does not influence shrinkage of Neogene clays while affects significantly shrinkage of alluvial soils and glacial tills. The statistical analysis revealed that there was no correlation between shrinkage limit and clay content or plastic index. A linear rela¬tionship was found between shrinkage limit and void ratio for clays as well as remoulded samples.
- Źródło:
-
Przegląd Geologiczny; 2013, 61, 3; 195--202
0033-2151 - Pojawia się w:
- Przegląd Geologiczny
- Dostawca treści:
- Biblioteka Nauki
Artykuł