Evaluation of Excess Pore Water Pressure Build-up During Cyclic Triaxial Tests on a Non-plastic Silt
Cyclicloading is responsible for pore water pressure buildup, which may later cause liquefactionand surface settlements. Recent studies emphasize that as the pore waterpressure equalizes to initial confining stress, cyclic stress ratio andrelative density of soil play a great role in buildup of exce...
| Príomhchruthaitheoirí: | , , |
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| Formáid: | Alt |
| Teanga: | English |
| Foilsithe / Cruthaithe: |
Düzce University
2018-04-01
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| Sraith: | Düzce Üniversitesi Bilim ve Teknoloji Dergisi |
| Ábhair: | |
| Rochtain ar líne: | https://dergipark.org.tr/tr/download/article-file/451953 |