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Journal of Engineering
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2013
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Article
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Tab 4
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Research Article
Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System
Table 4
Comparison: longitudinal displacement of the models ratio—Section 1.
Section 1
T-475
T-5000
Model 1
0.78
0.62
Model 2
0.44
0.28