| contributor author | Jamshid Ghaboussi | |
| contributor author | S. Umit Dikmen | |
| date accessioned | 2017-05-08T20:33:40Z | |
| date available | 2017-05-08T20:33:40Z | |
| date copyright | May 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A5%28645%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19578 | |
| description abstract | The effective stress method of analysis described in a comparison paper is used to study the effect of various factors on the response and the liquefaction potential of saturated sands. Through a number of analyses, a comparison is made between the results of total stress analysis and effective stress analysis. Analyses are performed to study the effects of the earthquake type, peak base acceleration, depth of water table and coefficient of permeability. The influence of these factors on the pore pressure build up, characteristics of ground surface response and the liquefaction potential are studied. | |
| publisher | American Society of Civil Engineers | |
| title | Effective Stress Analysis of Seismic Response and Liquefaction: Case Studies | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:5(645) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 005 | |
| contenttype | Fulltext | |