1‐D Strain in Normally Consolidated Cohesive SoilsSource: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005Author:Bobby O. Hardin
DOI: 10.1061/(ASCE)0733-9410(1989)115:5(689)Publisher: American Society of Civil Engineers
Abstract: A stress‐strain model for one‐dimensional strain in normally consolidated cohesive soils is compared to test results covering the stress range 0–950 atm. The model is called the “l/e vs.
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| contributor author | Bobby O. Hardin | |
| date accessioned | 2017-05-08T20:35:21Z | |
| date available | 2017-05-08T20:35:21Z | |
| date copyright | May 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A5%28689%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20460 | |
| description abstract | A stress‐strain model for one‐dimensional strain in normally consolidated cohesive soils is compared to test results covering the stress range 0–950 atm. The model is called the “l/e vs. | |
| publisher | American Society of Civil Engineers | |
| title | 1‐D Strain in Normally Consolidated Cohesive Soils | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:5(689) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005 | |
| contenttype | Fulltext |