Assessment of Horizontal Seismic Coefficient for Three Different Types of Reinforced Soil Structure Using Physical and Analytical Modeling

2019 ◽  
Vol 19 (7) ◽  
pp. 04019070 ◽  
Author(s):  
Majid Yazdandoust
Keyword(s):  
Soil Structure ◽  
Analytical Modeling ◽  
Reinforced Soil ◽  
Seismic Coefficient ◽  
Different Types

Analytical modeling of geogrid reinforced soil foundation

2009 ◽  
Vol 27 (1) ◽  
pp. 63-72 ◽  
Author(s):  
Radhey Sharma ◽  
Qiming Chen ◽  
Murad Abu-Farsakh ◽  
Sungmin Yoon
Keyword(s):  
Analytical Modeling ◽  
Reinforced Soil ◽  
Soil Foundation

scholarly journals Prestress-Maintaining system with a Ratchet to increase seismic stability of reinforced soil structure

2000 ◽  
Vol 15 ◽  
pp. 294-301
Author(s):  
T. Natsuki ◽  
T. Kato ◽  
Y. Kitano ◽  
M. Shinoda ◽  
S. Yamamoto ◽  
...  
Keyword(s):  
Soil Structure ◽  
Reinforced Soil ◽  
Seismic Stability

Soil-Structure Interaction for Building Structures

2021 ◽  
Vol 9 (8) ◽  
pp. 2248-2253
Author(s):  
Suhaib Anwar
Keyword(s):  
Soil Structure ◽  
Mathematical Problem ◽  
Dynamic Loads ◽  
Soil Structure Interaction ◽  
Building Structures ◽  
High Rise ◽  
Gross Error ◽  
Different Types ◽  
Fixed Base ◽  
New City

Abstract: In the analysis of structures subjected to earthquake forces, it is usually assumed that the structure is fixed at the base to simplify the mathematical problem. This assumption leads to gross error in assessment of overall response under dynamic loads. The interaction phenomenon is principally affected by the mechanism of energy exchanged between the soil and the structure during an earthquake. In the present investigation, a multi-storied building which is located in Amaravati is chosen as the study area which consists of different types of soil / rock profiles at different locations. Many high rise structures are expected in future in the new city. Earthquake analysis is carried out when similar structure rests on different types of soils and the results of fundamental time periods, base shears and displacements are compared with the results obtained from fixed base condition.

scholarly journals A REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION

2008 ◽  
Vol 23 ◽  
pp. 209-214 ◽  
Author(s):  
Takashi HARA ◽  
Shinichiro TSUJI
Keyword(s):  
Pile Foundation ◽  
Soil Structure ◽  
Reinforced Soil
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