| contributor author | Marika Santagata | |
| contributor author | Antonio Bobet | |
| contributor author | Cliff T. Johnston | |
| contributor author | Joonho Hwang | |
| date accessioned | 2017-05-08T21:29:02Z | |
| date available | 2017-05-08T21:29:02Z | |
| date copyright | January 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291090-0241%282008%29134%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53219 | |
| description abstract | This paper addresses the one-dimensional compression behavior of a highly organic sapric soil in both its natural intact and reconstituted states, based on the results of constant rate of strain and incremental loading oedometer tests. The soil investigated contains 40–60% organic matter, comprised mainly of highly processed humic substances, and represents a “transitional” material between inorganic clays and peats. The inorganic portion is entirely finer than | |
| publisher | American Society of Civil Engineers | |
| title | One-Dimensional Compression Behavior of a Soil with High Organic Matter Content | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2008)134:1(1) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001 | |
| contenttype | Fulltext | |