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Wang, Hongyu, Huang, Maosong, Chian, Siau Chen (2021) Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis. Computers and Geotechnics, 135. 104166pp. doi:10.1016/j.compgeo.2021.104166

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Reference TypeJournal (article/letter/editorial)
TitleThree-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis
JournalComputers and Geotechnics
AuthorsWang, HongyuAuthor
Huang, MaosongAuthor
Chian, Siau ChenAuthor
Year2021 (July)Volume135
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104166Search in ResearchGate
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Mindat Ref. ID13019692Long-form Identifiermindat:1:5:13019692:9
GUID0
Full ReferenceWang, Hongyu, Huang, Maosong, Chian, Siau Chen (2021) Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis. Computers and Geotechnics, 135. 104166pp. doi:10.1016/j.compgeo.2021.104166
Plain TextWang, Hongyu, Huang, Maosong, Chian, Siau Chen (2021) Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis. Computers and Geotechnics, 135. 104166pp. doi:10.1016/j.compgeo.2021.104166
In(2021) Computers and Geotechnics Vol. 135. Elsevier BV

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Wang, Hongyu, Huang, Maosong, Liu, Yihui, Chian, Siau Chen (2023) Discretization-based kinematic approach for three-dimensional trench stability under slurry support in multilayered ground. Acta Geotechnica, 18 (12) 6395-6412 doi:10.1007/s11440-023-02099-6
Qin, Changbing, Chian, Siau Chen (2018) Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis. Computers and Geotechnics, 96. 246-257 doi:10.1016/j.compgeo.2017.11.003
Wang, Hongyu, Qin, Changbing, Chen Chian, Siau (2024) Kinematic stability analysis of nonuniform soil slopes under pore-pressure effects based on central difference discretization technique. Computers and Geotechnics, 176. doi:10.1016/j.compgeo.2024.106737
Wang, Hongyu, Huang, Maosong, Liu, Yihui, Chian, Siau Chen (2024) Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils. International Journal of Geomechanics, 24 (1) doi:10.1061/ijgnai.gmeng-8857
Qin, Changbing, Chian, Siau Chen (2018) Seismic stability of geosynthetic-reinforced walls with variable excitation and soil properties: A discretization-based kinematic analysis. Computers and Geotechnics, 102. 196-205 doi:10.1016/j.compgeo.2018.06.012
Huang, Maosong, Li, Sen, Yu, Jian, Tan, Jorgin Qi Wen (2018) Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay. Computers and Geotechnics, 94. 207-213 doi:10.1016/j.compgeo.2017.09.014
Wang, Hongyu, Huang, Maosong (2020) Upper bound stability analysis of slurry-supported trenches in layered soils. Computers and Geotechnics, 122. 103554 doi:10.1016/j.compgeo.2020.103554
Li, Sen, Huang, Maosong, Yu, Jian (2019) Continuous field based upper-bound analysis for the undrained bearing capacity of strip footings resting near clay slopes with linearly increased strength. Computers and Geotechnics, 105. 168-182 doi:10.1016/j.compgeo.2018.10.002
Ukritchon, Boonchai, Yingchaloenkitkhajorn, Kongkit, Keawsawasvong, Suraparb (2017) Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth. Computers and Geotechnics, 88. 146-151 doi:10.1016/j.compgeo.2017.03.013
Lim, K., Li, A.J., Lyamin, A.V. (2015) Three-dimensional slope stability assessment of two-layered undrained clay. Computers and Geotechnics, 70. 1-17 doi:10.1016/j.compgeo.2015.07.011
Shen, Zhichao, Jin, Dalong, Pan, Qiujing, Yang, Haoqing, Chian, Siau Chen (2021) Effect of soil spatial variability on failure mechanisms and undrained capacities of strip foundations under uniaxial loading. Computers and Geotechnics, 139. 104387pp. doi:10.1016/j.compgeo.2021.104387
 
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