Determination of clay soil creepage characteristics

Bibliographic Details
Parent link:	Bulletin of the Tomsk Polytechnic University/ Tomsk Polytechnic University (TPU).— , 2006-2007 Vol. 310, № 2.— 2007.— [P. 39-41]
Main Author:	Boley K.
Other Authors:	Strokova L. A. Ludmila Aleksandrovna
Summary:	Заглавие с титульного листа Электронная версия печатной публикации Results of laboratory researches of clay soil creepage according to regulations of N.N. Maslov's physicotechnical theory are stated. Tests were conducted at constant speed of deformation and continuous registration of vertical and horizontal deformations and pressure. Dependence of durability and creepage parameters from duration of preliminary condensation is established.
Language:	English
Published:	2007
Series:	Earth science
Subjects:	creepage clay soil laboratory researches Maslov's theory physicotechnical theory tests registration vertical deformations horizontal deformations pressure parameters durability duration электронный ресурс
Online Access:	http://www.lib.tpu.ru/fulltext/v/Bulletin_TPU/2007/v310eng/i2/08.pdf
Format:	Electronic Book Chapter
KOHA link:	https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=181722

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Physical Description:	1 файл (1.8 Мб)
Summary:	Заглавие с титульного листа Электронная версия печатной публикации Results of laboratory researches of clay soil creepage according to regulations of N.N. Maslov's physicotechnical theory are stated. Tests were conducted at constant speed of deformation and continuous registration of vertical and horizontal deformations and pressure. Dependence of durability and creepage parameters from duration of preliminary condensation is established.

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