Research On The Buttress-Warehouse Retaining Wall Based On Centrifugal Model Test
Authors
Ying Nie, Xuepeng Ling, Fenghan Hu, Qingsong Zhang, Xiaofeng Zhao, Bo Liang
Corresponding Author
Ying Nie
Available Online February 2018.
- DOI
- 10.2991/ifeesm-17.2018.95How to use a DOI?
- Keywords
- the buttress retaining wall; soil pressure; deformation characteristic; geotechnical centrifuge model experiment
- Abstract
The buttress-warehouse retaining wall is the combination of buttress retaining wall and warehouse retaining wall. In this paper, with different widths of buttress, the wall's soil pressure and deformation characteristics have been discussed in geotechnical centrifuge model experiment. The results show that 1. the vertical plate's soil pressure is less than the Coulomb active soil pressure; 2. the vertical deformation of the filling (settlement) is greater than the horizontal;3. the wall is inclined outward rotation around the buttress plane.
- Copyright
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Ying Nie AU - Xuepeng Ling AU - Fenghan Hu AU - Qingsong Zhang AU - Xiaofeng Zhao AU - Bo Liang PY - 2018/02 DA - 2018/02 TI - Research On The Buttress-Warehouse Retaining Wall Based On Centrifugal Model Test BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 501 EP - 506 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.95 DO - 10.2991/ifeesm-17.2018.95 ID - Nie2018/02 ER -