Numerical Analysis of Liquefaction Phenomenon by Using A Proposed Geotechnical Based Method - A Case Study

2014 ◽  
Vol 2 (1) ◽  
pp. 1
Author(s):  
Mohsen Tandel ◽  
Abbas Abbaszadeh Shahri
Keyword(s):  
Numerical Analysis

scholarly journals Experimental and Numerical Analysis of a Novel Display Case Design: Case Study of the Renovated Anne Frank House

2019 ◽  
Vol 65 (5) ◽  
pp. 262-284
Author(s):  
Karin Kompatscher ◽  
Bart Ankersmit ◽  
Edgar Neuhaus ◽  
Marcel A.P. van Aarle ◽  
Jos W.M. van Schijndel ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Design Case ◽  
Design Case Study ◽  
Case Design ◽  
Anne Frank

Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study

2017 ◽  
Vol 17 (9) ◽  
pp. 04017054 ◽  
Author(s):  
Yufeng Shi ◽  
Jinyang Fu ◽  
Junsheng Yang ◽  
Changjie Xu ◽  
Daxin Geng
Keyword(s):  
Performance Evaluation ◽  
Numerical Analysis ◽  
Field Tests

scholarly journals Influence of foundation settlements in load redistribution on columns in a monitoring construction - Case Study

2010 ◽  
Vol 3 (3) ◽  
pp. 346-356 ◽  
Author(s):  
G. Savaris ◽  
P. H. Hallak ◽  
P. C. A. Maia
Keyword(s):  
Numerical Analysis ◽  
Numerical Model ◽  
Finite Elements ◽  
Load Distribution ◽  
Numerical Models ◽  
Normal Load ◽  
Finite Elements Method ◽  
Load Redistribution

The objective of this article is to present the results obtained in a study on the interaction between the behavior of the structure and the foundation settlements and verify the influence of normal load distribution on the columns. In this mechanism, known as structure soil interaction (SSI), as the building is constructed, a transfer of loads occurs from the columns which tend to settle more to those that tend to settle less. The study was conducted in a building which had its settlements monitored from the beginning of construction. For this purpose, a linear tridimensional numerical model was constructed and numerical analysis was performed, using the finite elements method. In these analyses, numerical models corre- sponding to the execution of each floor were used, considering the settlements measured in each stage of the construction. The results of analy- ses showed that the effect of SSI are significant for calculating the normal efforts on the columns, particularly on those located in the first floors.

Numerical analysis on seismic behavior of railway earth embankment: A case study

2016 ◽  
Vol 23 (4) ◽  
pp. 906-918 ◽  
Author(s):  
Yu-liang Lin ◽  
Feng Shi ◽  
Xiao Yang ◽  
Guo-lin Yang ◽  
Li-min Li
Keyword(s):  
Numerical Analysis ◽  
Seismic Behavior ◽  
Earth Embankment

scholarly journals Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park

Géotechnique ◽  
2018 ◽  
Vol 68 (1) ◽  
pp. 31-49 ◽  
Author(s):  
V. Avgerinos ◽  
D. M. Potts ◽  
J. R. Standing ◽  
M. S. P. Wan
Keyword(s):  
Numerical Analysis ◽  
Field Measurements ◽  
Ground Movements

Numerical Analysis for a Realistic Support Design: Case Study of the Komurhan Tunnel in Eastern Turkey

2016 ◽  
Vol 16 (3) ◽  
pp. 05015001 ◽  
Author(s):  
Erkut Yalcin ◽  
Zulfu Gurocak ◽  
Rouzbeh Ghabchi ◽  
Musharraf Zaman
Keyword(s):  
Numerical Analysis ◽  
Support Design ◽  
Eastern Turkey ◽  
Design Case ◽  
Design Case Study
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