| contributor author | David J. White | |
| contributor author | Mark J. Thompson | |
| contributor author | Muhannad T. Suleiman | |
| contributor author | Vernon R. Schaefer | |
| date accessioned | 2017-05-08T21:29:11Z | |
| date available | 2017-05-08T21:29:11Z | |
| date copyright | April 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291090-0241%282008%29134%3A4%28428%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53315 | |
| description abstract | Soil movements associated with slope instability induce shear forces and bending moments in stabilizing piles that vary with the buildup of passive pile resistance. For such free-field lateral soil movements, stress development along the pile element is a function of the relative displacement between the soil and the pile. To investigate the effects of relative soil-pile displacement on pile response, large-scale load tests were performed on relatively slender, drilled, composite pile elements (cementitious grout with centered steel reinforcing bar). The piles were installed through a shear box into stable soil and then loaded by lateral translation of the shear box. The load tests included two pile diameters (nominal 115 and | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Slender Piles Subject to Free-Field Lateral Soil Movement | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2008)134:4(428) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004 | |
| contenttype | Fulltext | |
