2018
DOI: 10.1061/(asce)gt.1943-5606.0001947
|View full text |Cite
|
Sign up to set email alerts
|

Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

3
54
0
4

Year Published

2019
2019
2024
2024

Publication Types

Select...
5
1

Relationship

4
2

Authors

Journals

citations
Cited by 149 publications
(61 citation statements)
references
References 40 publications
3
54
0
4
Order By: Relevance
“…The simulations in this section however provide some evidences that these shortcomings do not prevent the model from successfully capturing the overall r u and settlement response during the shaking process. In combination with similar findings for numerical predictions of centrifuge tests under UD shearing reported by Tasiopoulou et al [45] and Ramirez et al [40] for the same constitutive model, it appears that SANISAND model can provide a reasonable estimate of the shear-induced volumetric response of level ground sand deposits during shaking for several scenarios including different intensities of the base input motions, a number of shearing patterns in UD and BD shaking, and a range of soil D r . These were possible by using a single set of model parameters per sand, determined using conventional UD laboratory shear tests.…”
Section: Numerical Simulationssupporting
confidence: 83%
See 3 more Smart Citations
“…The simulations in this section however provide some evidences that these shortcomings do not prevent the model from successfully capturing the overall r u and settlement response during the shaking process. In combination with similar findings for numerical predictions of centrifuge tests under UD shearing reported by Tasiopoulou et al [45] and Ramirez et al [40] for the same constitutive model, it appears that SANISAND model can provide a reasonable estimate of the shear-induced volumetric response of level ground sand deposits during shaking for several scenarios including different intensities of the base input motions, a number of shearing patterns in UD and BD shaking, and a range of soil D r . These were possible by using a single set of model parameters per sand, determined using conventional UD laboratory shear tests.…”
Section: Numerical Simulationssupporting
confidence: 83%
“…While this latter observation differs with the findings of Bhaumik et al [11] and Nie et al [16], the increase percentage falls within the range of 50%-200% determined in their element-scale studies and resembles the 100% increase observed by Pyke et al [1] in their shake table tests. Nevertheless, recent experimental and numerical observations determined in Bhaumik et al [69] and in Ramirez et al [40] suggest that assessing the seismic response of large-scale sand systems based only on one type of element-level tests may lead to comparison inconsistencies similar to those observed here.…”
Section: Effect On Settlement Of Dry Depositssupporting
confidence: 50%
See 2 more Smart Citations
“…The rest of the parameters can be calibrated using either trial and error or optimization techniques. Since the authors had experience working with Ottawa F65 sand from the previous LEAP 2015 exercise (Ghofrani and Arduino 2018), as well as few other projects, e.g., Ramirez et al (2018), some of the same parameters used in previous calibration efforts were used for this study. Although it would have been ideal to calibrate the model for all of the characteristics revealed by the lab results at hand, due to intrinsic characteristics of the constitutive model, some specific objectives could not be achieved.…”
Section: Parametersmentioning
confidence: 99%