Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Jui-Ching Chou"'
Autor:
Jui-Ching Chou
Publikováno v:
Applied Sciences, Vol 14, Iss 12, p 5098 (2024)
The uplift of underground structures induced by soil liquefaction can damage underground structure systems. Numerical simulations have shown that uplift is positively correlated with the energy of horizontal input motion. However, the effects of vert
Externí odkaz:
https://doaj.org/article/901bce40c56b4d239390695c76ba87d6
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The 2016 Meinong Earthquake hit southern Taiwan and many shallow foundation structures were damaged due to soil liquefaction. In response, the government initiated an investigation project to construct liquefaction potential maps for metropolitans in
Externí odkaz:
https://doaj.org/article/6926674566f24f16b50a5a549db061c4
Publikováno v:
Applied Sciences, Vol 11, Iss 11, p 5283 (2021)
Soil-liquefaction-related hazards can damage structures or lead to an extensive loss of life and property. Therefore, the stability and safety of structures against soil liquefaction are essential for evaluation in earthquake design. In practice, the
Externí odkaz:
https://doaj.org/article/6aa061dfc2d9460d83e22146a7ca5ed5
Publikováno v:
Applied Sciences, Vol 10, Iss 10, p 3346 (2020)
This paper presents a field monitoring study with emphasis on the design and construction of a subsurface drainage system and evaluation of its stabilization efficiency on the slope of You-Ye-Lin landslide using a three-dimensional finite element met
Externí odkaz:
https://doaj.org/article/b46a6d1db9324156ae1fab771ed913df
Autor:
Jui-Ching Chou, 鄒瑞卿
90
A two-dimensional (2-D) Finite Element Method (FEM) with hardening/softening elastoplastic behavior, creep behavior and undrained condition is adopted to study the creep effect on TIFC (Taipei International Financial Center) deep excavation p
A two-dimensional (2-D) Finite Element Method (FEM) with hardening/softening elastoplastic behavior, creep behavior and undrained condition is adopted to study the creep effect on TIFC (Taipei International Financial Center) deep excavation p
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/24486079405034228227
Publikováno v:
Journal of GeoEngineering; Jun2024, Vol. 19 Issue 2, p59-64, 6p
Publikováno v:
Journal of Earthquake and Tsunami. 17
The reduction of soil strength and stiffness caused by soil liquefaction is an important issue in designing pile or shallow foundations on liquefiable soils. In practice, strength and stiffness reduction is considered via a reduction factor ([Formula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9617da94c8cd99bac0d34800e5c5eb4b
https://doi.org/10.1142/s1793431122500208
https://doi.org/10.1142/s1793431122500208
Autor:
Jui-Ching Chou, 鄒瑞卿
90
A two-dimensional (2-D) Finite Element Method (FEM) with hardening/softening elastoplastic behavior, creep behavior and undrained condition is adopted to study the creep effect on TIFC (Taipei International Financial Center) deep excavation p
A two-dimensional (2-D) Finite Element Method (FEM) with hardening/softening elastoplastic behavior, creep behavior and undrained condition is adopted to study the creep effect on TIFC (Taipei International Financial Center) deep excavation p
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/55902973010788452710
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 137:754-765
The BART Transbay Tube (TBT) is an immersed cut-and-cover subway tunnel that runs from Oakland to San Francisco, California. The loose sand and gravel backfills placed around the tunnel are considered to be liquefiable, and the clays under the backfi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49c472520c4314066ded5a89db771629
https://doi.org/10.1061/(asce)gt.1943-5606.0000489
https://doi.org/10.1061/(asce)gt.1943-5606.0000489
Autor:
Jui-Ching Chou, Jason T. DeJong, Ray Gerhard, Brina M. Montoya, Daniel W. Wilson, Ross W. Boulanger, Anatoliy Ganchenko
Publikováno v:
GeoCongress 2012.
The potential of a novel, bio-mediated soil improvement to increase resistance to liquefaction triggering and to reduce the consequences of liquefaction if it occurs was evaluated. Microbial induced calcite precipitation (MICP) binds sand particles t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19f49a087acef0676619cc84a512ea11
https://doi.org/10.1061/9780784412121.197
https://doi.org/10.1061/9780784412121.197