Assigning the Packing Density of Skeletal Clay Soil in the Dam Core

Autor:	A. É. Zagidulina, L. N. Rasskazov, E. Kh. Yadgorov
Rok vydání:	2018
Předmět:	Sphere packing Soil water Energy Engineering and Power Technology Soil science Core (manufacturing) Rock mass classification Clay soil Geology
Zdroj:	Power Technology and Engineering. 52:146-151
ISSN:	1570-1468 1570-145X
DOI:	10.1007/s10749-018-0924-2
Popis:	The issue of compacting skeletal clay soil by generalizing the grain-size distributions of rock mass and gravel-pebble soil is considered. Soil grain-size distributions are described by Talbot’s exponential equation. Diameters of 1, 2, and 5 mm are chosen to differentiate between clay and coarse-grained soils. It is shown that this choice is of little applied value and a diameter of 5 mm can be definitely used. Clay soil and rock mass can be used in a 1:1 proportion while clay soil and gravel-pebble soil in a 2:3 proportion. There can be other ratios as well.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::f8f08bf0f2360665e9aca289823c1ba4 https://doi.org/10.1007/s10749-018-0924-2 Zobrazit plný text záznamu Full text from SpringerLink