J. Geotech. Geoenviron. Eng.
 2020
DOI: 10.1061/(asce)gt.1943-5606.0002323
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Statistical Assessment of Factor of Safety for Pile-Reinforced Slopes

Yuderka Trinidad González
1
,
Vernon R. Schaefer
2
,
Derrick K. Rollins
3
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Cited by 4 publications
(1 citation statement)
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“…A profile trace is the predicted response with changing a variable while the others are held constant at the mean values. The profiler recomputes the profiles and predicts response as the value of the input variables varies (Trinidad González et al 2020).…”
Section: Discussionmentioning
confidence: 99%

The development of the use of magnetic particle rotation in soil ground improvement

Jiang
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0
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“…A profile trace is the predicted response with changing a variable while the others are held constant at the mean values. The profiler recomputes the profiles and predicts response as the value of the input variables varies (Trinidad González et al 2020).…”
Section: Discussionmentioning
confidence: 99%

The development of the use of magnetic particle rotation in soil ground improvement

Jiang
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Optimisation of a Slope-Stabilisation System Combining Gabion-Faced Geogrid-Reinforced Retaining Wall with Embedded Piles

Wang
1
,
Smith
2
,
Nazem
3
2021
KSCE J Civ Eng
11
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Case History-Based Comparative Analysis of Coupled and Uncoupled Approaches for Pile-Reinforced Slopes

González
1
,
Schaefer
2
2021
Ifcee 2021
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