| contributor author | J. Tanner Blackburn | |
| contributor author | Charles H. Dowding | |
| date accessioned | 2017-05-08T21:27:56Z | |
| date available | 2017-05-08T21:27:56Z | |
| date copyright | March 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291090-0241%282004%29130%3A3%28231%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52469 | |
| description abstract | Three-dimensional finite element analysis is combined with field and laboratory measurement of time domain reflectometry (TDR) cable-grout response to analyze the interaction between the cable, grout, and surrounding soil mass during localized shearing. Finite element (FE) model parameters for the cable and cable-grout interface elements are back-calculated by matching results from laboratory shearing tests to FE calculated response. These parameters are employed in subsequent FE model geometries to model the behavior of TDR cable-grout composites in soft soils. Optimal grout and cable design is determined by analyzing the relationship between grout strength and stiffness and calculated cable shear stress. | |
| publisher | American Society of Civil Engineers | |
| title | Finite-Element Analysis of Time Domain Reflectometry Cable-Grout-Soil Interaction | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2004)130:3(231) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003 | |
| contenttype | Fulltext | |