Autor: |
Younggyun Choi, Heejung Youn, Osoon Kwon, Geunju Kim |
Rok vydání: |
2014 |
Předmět: |
|
Zdroj: |
Rock Mechanics and Its Applications in Civil, Mining, and Petroleum Engineering. |
DOI: |
10.1061/9780784413395.022 |
Popis: |
This paper presents the effect of bedrock depth on the lateral behavior of monopiles in terms of load-displacement curve at pile head, displacement and moment along the pile. Finite difference analysis program, FLAC3D, was adopted to create a 1-m diameter monopile embedded into sands. The bedrock depth was varied from 5 m to 30 m from ground surface. In this study, it was observed that the lateral behavior of monopile was significantly affected when the bed is as shallow as 5 m deep; the differences were negligible for other cases with depth greater than 10 m. |
Databáze: |
OpenAIRE |
Externí odkaz: |
|