| contributor author | Luan Carlos de S. M. | |
| contributor author | Ozelim | |
| contributor author | José | |
| contributor author | Camapum de Carvalho | |
| contributor author | André Luís Brasil | |
| contributor author | Cavalcante | |
| contributor author | Joseleide | |
| contributor author | Pereira da Silva | |
| contributor author | Claudia Maricela Gómez | |
| contributor author | Muñetón | |
| date accessioned | 2017-05-08T22:06:38Z | |
| date available | 2017-05-08T22:06:38Z | |
| date copyright | August 2015 | |
| date issued | 2015 | |
| identifier other | 28686243.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71545 | |
| description abstract | Consolidation is one of the most important concepts in geotechnics. The pioneer ideas of both Terzaghi and Biot, and its attendant phenomena have been shown to be widely applicable to a wide variety of soils. However, when structured and collapsible soils are taken into account, the standard consolidation theory ultimately requires complementary considerations to correctly predict a soil’s behavior. In particular, indirect determination of permeability by means of the consolidation coefficient, | |
| publisher | American Society of Civil Engineers | |
| title | Novel Approach to Consolidation Theory of Structured and Collapsible Soils | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000409 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext | |
