Determination of clay soil creepage characteristics; Bulletin of the Tomsk Polytechnic University; Vol. 310, № 2
| Parent link: | Bulletin of the Tomsk Polytechnic University/ Tomsk Polytechnic University (TPU).— , 2006-2007 Vol. 310, № 2.— 2007.— [P. 39-41] |
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| Shrnutí: | 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. |
| Jazyk: | angličtina |
| Vydáno: |
2007
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| Edice: | Earth science |
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| On-line přístup: | http://www.lib.tpu.ru/fulltext/v/Bulletin_TPU/2007/v310eng/i2/08.pdf |
| Médium: | Elektronický zdroj Kapitola |
| KOHA link: | https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=181722 |
| Fyzický popis: | 1 файл (1.8 Мб) |
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| Shrnutí: | 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. |