| contributor author | Omar Saeed Baghabra Al‐Amoudi | |
| contributor author | Sahel N. Abduljauwad | |
| date accessioned | 2017-05-08T20:37:04Z | |
| date available | 2017-05-08T20:37:04Z | |
| date copyright | October 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A10%281892%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21341 | |
| description abstract | Recent work conducted on a salt‐encrusted, surficial soil, known as sabkha, indicated that the conventional oedometer apparatus was incapable of detecting the collapse potential. This study proposes a modification to the conventional oedometer to allow the water to percolate through the soil sample under a constant head. Two tests were conducted on undisturbed sabkha specimens to establish the reliability of the modified oedometer. Precolation of water has commenced at a pressure of 233 kPa and at the overburden pressure. Results of these tests indicate that sabkhas have a collapse potential that can be classified as trouble. This collapse is primarily ascribable to the dissolution of sodium chloride ( | |
| publisher | American Society of Civil Engineers | |
| title | Modified Odometer for Arid, Saline Soils | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:10(1892) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 010 | |
| contenttype | Fulltext | |
