| contributor author | R. Kourkoulis | |
| contributor author | F. Gelagoti | |
| contributor author | I. Anastasopoulos | |
| contributor author | G. Gazetas | |
| date accessioned | 2017-05-08T21:47:18Z | |
| date available | 2017-05-08T21:47:18Z | |
| date copyright | January 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000561.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62334 | |
| description abstract | Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computing and software power, the design of such piles may still include a high degree of conservatism, stemming from the use of simplified, easy-to-apply methodologies. This paper develops a hybrid method for designing slope-stabilizing piles, combining the accuracy of rigorous three-dimensional (3D) finite-element (FE) simulation with the simplicity of widely accepted analytical techniques. It consists of two steps: (1) evaluation of the lateral resisting force ( | |
| publisher | American Society of Civil Engineers | |
| title | Hybrid Method for Analysis and Design of Slope Stabilizing Piles | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000546 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 001 | |
| contenttype | Fulltext | |
