Extended “Mononobe-Okabe” Method for Seismic Design of Retaining Walls
Mononobe-Okabe (M-O) method is still employed as the first option to estimate lateral earth pressures during earthquakes by geotechnical engineers. Considering some simple assumptions and using a closed form method, M-O solves the equations of equilibrium and suggests seismic active and passive late...
Main Authors: | Mahmoud Yazdani, Ali Azad, Abol hasan Farshi, Siamak Talatahari |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2013-01-01
|
Series: | Journal of Applied Mathematics |
Online Access: | http://dx.doi.org/10.1155/2013/136132 |
Similar Items
-
Seismic analysis and an improved seismic design procedure for gravity retaining walls
by: Wong, Chin Pang
Published: (2005) -
Extending Mohr’s Theory Of Limit States In Determining Soil Seismic Loads On Retaining Walls
by: N. Ungureanu, et al.
Published: (2005-01-01) -
Optimum Design of Gravity Retaining Walls Using Charged System Search Algorithm
by: S. Talatahari, et al.
Published: (2012-01-01) -
Seismic displacement of gravity retaining walls
by: Kamal Mohamed Hafez Ismail Ibrahim
Published: (2015-08-01) -
Displacement-based Seismic Design Optimization of Cantilever Retaining Wall
by: Dio Alif Hutama, et al.
Published: (2016)