Zobrazeno 1 - 10
of 58
pro vyhledávání: '"KUANG-TSUNG CHANG"'
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
Some slopes experience multiple slides without collapse, while other slopes collapse once they are unstable. The early warning of slope collapse is a difficult but important subject. Considering the influence of weak planes on rock slope deformation
Externí odkaz:
https://doaj.org/article/296cc9304e234bee8acda0d5b70165b2
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 9, Iss 1, Pp 368-388 (2018)
This study conducted terrain analysis and remote sensing image interpretation to determine the distributions of historical and potential landslides in Shang-an Village and elucidate the characteristics of landslide development within the area. Using
Externí odkaz:
https://doaj.org/article/9422910378394e0999ac5a24c1e63a6e
Publikováno v:
Environmental Earth Sciences. 80
The influence of stress state on the creep behavior of an artificial cemented sand resembling soft rocks was evaluated. The stress state was characterized by a mean stress and a stress ratio. The cyclic stress-induced creep test was adopted in this s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53a6e7e0c1fa829a55d2085d39900cfa
https://doi.org/10.1007/s12665-021-10065-2
https://doi.org/10.1007/s12665-021-10065-2
Publikováno v:
Engineering Geology. 311:106900
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3df13aaa93bc486cc5fe8be094fbec4
https://doi.org/10.1016/j.enggeo.2022.106900
https://doi.org/10.1016/j.enggeo.2022.106900
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 9, Iss 1, Pp 368-388 (2018)
This study conducted terrain analysis and remote sensing image interpretation to determine the distributions of historical and potential landslides in Shang-an Village and elucidate the characteristics of landslide development within the area. Using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a6c02d560a530b7e1a3bfc2d2469b5fe
https://doi.org/10.1080/19475705.2018.1445662
https://doi.org/10.1080/19475705.2018.1445662
Publikováno v:
Water
Volume 12
Issue 9
Water, Vol 12, Iss 2417, p 2417 (2020)
Volume 12
Issue 9
Water, Vol 12, Iss 2417, p 2417 (2020)
Seepage water may move soil particles and cause internal erosion of soils, leading to sinkholes and the collapse of embankments and slopes. To account for the effects of confinement and constricted seepage exit, a test apparatus was developed to stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8dd959c7a7fec0acf1c35888e2902ed6
https://doi.org/10.3390/w12092417
https://doi.org/10.3390/w12092417
Publikováno v:
Engineering Geology. 266:105459
Weakly cemented sedimentary rocks with pronounced stratification exhibit permeability and strength anisotropy. The influence of permeability and strength anisotropy on the groundwater flow and slope stability depends on the orientation of the bedding
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5829fc1c2eec9dbdd14b8e848b6f83f5
https://doi.org/10.1016/j.enggeo.2019.105459
https://doi.org/10.1016/j.enggeo.2019.105459
Autor:
Hsiang-Ching Huang, Kuang-Tsung Chang
Publikováno v:
Environmental Earth Sciences. 74:1379-1390
The unstable slope, which is located at Lushan, central Taiwan, slid when heavy rainfall occurred in recent decades, posing a threat to a nearby village. Slope stability analysis in three dimensions is more realistic and can advance comprehension of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::277f2d55f2fa11a757f8cbf91d7386a9
https://doi.org/10.1007/s12665-015-4128-x
https://doi.org/10.1007/s12665-015-4128-x
Publikováno v:
Environmental Earth Sciences. 73:275-287
Rock slopes undergoing long–term effects of weathering and gravity may gradually deform or creep downslope leading to geological structures such as bending, bucking, fracturing, or even progressive failure. This study uses geomechanics-based numeri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f27beb4a57afa8e28b029118434159f6
https://doi.org/10.1007/s12665-014-3423-2
https://doi.org/10.1007/s12665-014-3423-2
Autor:
Min-Chieh Cheng, Kuang-Tsung Chang
Publikováno v:
Engineering Geology. 171:70-80
A gravel deposit is a composite material composed of gravel and soil matrix. The largest size of gravel in the study areas generally ranges from 100 mm to 300 mm. The estimation of the shear strength of gravel deposits often requires large-scale in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::104b042168fb400825d85feaa16caa8c
https://doi.org/10.1016/j.enggeo.2013.12.014
https://doi.org/10.1016/j.enggeo.2013.12.014