scholarly journals Seismic stability of reinforced-soil retaining walls by tilting and shaking table tests

2000 ◽  
Vol 15 ◽  
pp. 254-263
Author(s):  
K. Watanabe ◽  
J. Koseki ◽  
M. Tateyama ◽  
K. Kojima
Keyword(s):  
Retaining Walls ◽  
Reinforced Soil ◽  
Shaking Table ◽  
Seismic Stability ◽  
Shaking Table Tests ◽  
Soil Retaining Walls

scholarly journals Seismic stability of reinforced-soil retaining walls by tilting and shaking table tests

1999 ◽  
Vol 14 ◽  
pp. 110-119 ◽  
Author(s):  
K. Watanabe ◽  
J. Koseki ◽  
M. Tateyama ◽  
K. Kojima ◽  
Yulman Munaf
Keyword(s):  
Retaining Walls ◽  
Reinforced Soil ◽  
Shaking Table ◽  
Seismic Stability ◽  
Shaking Table Tests ◽  
Soil Retaining Walls

Large-Scale Shaking Table Tests on Modular-Block Reinforced Soil Retaining Walls

2005 ◽  
Vol 131 (4) ◽  
pp. 465-476 ◽  
Author(s):  
Hoe I. Ling ◽  
Yoshiyuki Mohri ◽  
Dov Leshchinsky ◽  
Christopher Burke ◽  
Kenichi Matsushima ◽  
...  
Keyword(s):  
Large Scale ◽  
Retaining Walls ◽  
Reinforced Soil ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Soil Retaining Walls

scholarly journals Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis

2019 ◽  
Vol 281 ◽  
pp. 02008
Author(s):  
Hicham Alhajj Chehade ◽  
Daniel Dias ◽  
Marwan Sadek ◽  
Fadi Hage Chehade ◽  
Orianne Jenck
Keyword(s):  
Limit Analysis ◽  
Limit Equilibrium ◽  
Retaining Wall ◽  
Cohesive Soil ◽  
Retaining Walls ◽  
Reinforced Soil ◽  
Seismic Stability ◽  
Collapse Mechanism ◽  
Kinematic Theorem ◽  
Soil Retaining Walls

Assessment of internal seismic stability of geosynthetic reinforced cohesive soil retaining walls with likelihood for developing cracks in the failure mechanism is typically done with the limit equilibrium method. However, in this paper, the kinematic theorem of limit analysis combined with the discretization method are used to implement the crack formation in the collapse mechanism in the internal seismic assessment of geosynthetic reinforced soil retaining walls within the framework of the pseudo-static approach. The presence of the crack leads to an increase of the required reinforcement strength that prevent the failure of the structure.

scholarly journals Shaking Table Tests to investigate the seismic stability of preloaded and prestressed reinforced soil

1999 ◽  
Vol 14 ◽  
pp. 130-140
Author(s):  
M. Shinoda ◽  
T. Kikuchi ◽  
H. Sugimura ◽  
T. Ushimura ◽  
F. Tatsuoka
Keyword(s):  
Reinforced Soil ◽  
Shaking Table ◽  
Seismic Stability ◽  
Shaking Table Tests

Shaking table tests on soil retaining walls reinforced by polymeric strips

2015 ◽  
Vol 43 (2) ◽  
pp. 148-161 ◽  
Author(s):  
A. Komak Panah ◽  
M. Yazdi ◽  
A. Ghalandarzadeh
Keyword(s):  
Retaining Walls ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Soil Retaining Walls
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