| contributor author | Yung-Show Fang | |
| contributor author | Ying-Chieh Ho | |
| contributor author | Tsang-Jiang Chen | |
| date accessioned | 2017-05-08T21:27:31Z | |
| date available | 2017-05-08T21:27:31Z | |
| date copyright | August 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291090-0241%282002%29128%3A8%28651%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52215 | |
| description abstract | This paper presents experimental data of earth pressure acting against a vertical rigid wall, which moved toward a mass of dry sand. The backfill had been placed in lifts to achieve relative densities of 38, 63, and 80%. The instrumented retaining-wall facility at National Chiao Tung University in Taiwan was used to investigate the effects of soil density on the development of earth pressure. Based on the experimental data, it has been found that the Coulomb and Terzaghi solutions calculated with the peak internal friction angle significantly overestimated the ultimate passive thrust for the retaining wall filled with dense sand. As the wall movement | |
| publisher | American Society of Civil Engineers | |
| title | Passive Earth Pressure with Critical State Concept | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2002)128:8(651) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008 | |
| contenttype | Fulltext | |
