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Summary
| Description |
English: typical shear-stress shear-strain curve for a soil showing the peak and critical states Türkçe: Kesme kutusu deneyi için kesme gerilmesi - kesme yerdeğiştirmesi eğrileri. Kayma deformasyon varsa o yerde dilatans var. Peak ve kritik durumları gösteren yoğun kum için yatay yer değiştirme eğrisi. Peak strength az (< %1-3) deformasyonlarda oluyor ve yuksek plastisiti kumlerde olmaz. Русский: Кривая горизонтального смещения для плотного песка, показывающая «пиковые» и критические ситуации. «Пиковая прочность» возникает при низких (< 1-3%) деформациях и не возникает в песках с высокой пластичностью. |
| Date | |
| Source | Own work |
| Author | Blkutter |
{Category=Geotechnical engineering} {Category=Soil mechanics}
Licensing
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I, the copyright holder of this work, release this work into the public domain. This applies worldwide. In some countries this may not be legally possible; if so: I grant anyone the right to use this work for any purpose, without any conditions, unless such conditions are required by law. |
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 00:21, 29 August 2010 | | 533 × 396 (24 KB) | Blkutter | {{Information |Description={{en|1=typical shear-stress shear-strain curve for a soil showing the peak and critical states}} |Source={{own}} |Author=Blkutter |Date=2010-08-28 |Permission= |other_versions= }} |
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