Research On The Buttress-Warehouse Retaining Wall Based On Centrifugal Model Test

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/).

Download article (PDF)

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  -