Numerical modelling of the growth of polygonal fault systems

King, James J.; Roberts, Daniel; Cartwright, Joe; Levell, Bruce

doi:10.1016/j.jsg.2022.104679

Cited by 2 publications

(1 citation statement)

References 78 publications

(129 reference statements)

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“…In contrast, The friction angle was up to 30 0 on the plane dip as the highest sensitive state (King. J.J et al, 2022).…”

Section: Introductionmentioning

confidence: 99%

The numerical model of the Internal friction angle and Saturation Degree affect the vertical displacement of the ground

Doan¹

2022

Preprint

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The numerical model of the different vertical displacement and the internal friction angle variations were determined carefully by the Viet Nam Standard. The difference between experimental values and simulation of the PLAXIS 3D software, was shown remarkably as the maximum value was shown in 0.01975 m (z = -36.9m) depth with ϕ0 = 290); whereas the minimum value in 0.002844 m (z = 0m) depth with ϕ0 = 20. The mean value at the center of the Clay layer (from 0.0m to 27.0m) depth was obtained at 0.0577m whereas compared with 0.0156 m at the Sand layer (from 27.0 to 39.6m) depths. Moreover, water content (W%) and porosity (P%) were calculated particularly at the maximum value of 94.35% (borehole “HK 2”) with 4.8m depth, whereas the minimum value is 18.22% at 39.3m depth (borehole “HK3”); which compared with porosity (P%) of 71.9% (borehole “HK2”) at 4.8m depth, and 40.4% (borehole “HK3”) at 4.8m depth. On the other hand, Saturation results presented a relatively low mean value of 88.09% and 86.79% at the center of the ground (from 4.3m to 15.3m). The increase of 23% and 75.42% (from 18.3m to 39.3m) as compared with the research of Zapatata, 1999.

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“…In contrast, The friction angle was up to 30 0 on the plane dip as the highest sensitive state (King. J.J et al, 2022).…”

Section: Introductionmentioning

confidence: 99%

The numerical model of the Internal friction angle and Saturation Degree affect the vertical displacement of the ground

Doan¹

2022

Preprint

View full text Add to dashboard Cite

show abstract

Finite element method of the internal friction angle and saturation degree with the groundwater levels variations

Doan¹

2023

Geology, Ecology, and Landscapes

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Numerical modelling of the growth of polygonal fault systems

Cited by 2 publications

References 78 publications

The numerical model of the Internal friction angle and Saturation Degree affect the vertical displacement of the ground

The numerical model of the Internal friction angle and Saturation Degree affect the vertical displacement of the ground

Finite element method of the internal friction angle and saturation degree with the groundwater levels variations

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