| contributor author | Richard L. Handy | |
| date accessioned | 2017-05-08T20:33:55Z | |
| date available | 2017-05-08T20:33:55Z | |
| date copyright | March 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A3%28302%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19729 | |
| description abstract | Soil arching action or “bin effect” is usually quantified by use of a horizontal differential element whose support derives in part from Rankine theory. In the 1940's, Krynine mathematically proved this incorrect. The present analysis substitutes a catenary arch describing the path of the minor principal stress, which thus is complementary to a structural arch, and dips downward instead of upward if supportive. Soil arching action develops in two stages: The first involves rotation of the principal stresses adjacent to a rough wall and causes horizontal wall pressures to significantly exceed those from classical theory simulating a | |
| publisher | American Society of Civil Engineers | |
| title | The Arch in Soil Arching | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:3(302) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 003 | |
| contenttype | Fulltext | |
