Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Lihang Hu"'
Publikováno v:
Soils and Foundations, Vol 62, Iss 6, Pp 101225- (2022)
It is well known that soils are prone to spatial non-uniformity, which affects evaluations of slope stability and failure mechanisms. This paper presents a probabilistic slope stability evaluation, considering the 3D spatial variation in the soil pro
Externí odkaz:
https://doaj.org/article/e068065afcc74c50b55a50d5661c62d6
Publikováno v:
土木学会第77回年次学術講演会講演概要集. 77
Publikováno v:
第57回地盤工学研究発表会講演集. 57
Publikováno v:
SSRN Electronic Journal.
Publikováno v:
Computers and Geotechnics. 137:104303
This study investigates the effect of spatial variability on the stability of a real 3D slope subjected to earthquakes by conventional Monte Carlo simulation (MCS) and a stochastic response surface method. The stochastic response surface method used
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 453:012021
The soil stability problem caused by seepage is a hot issue in geotechnical engineering, which is widely existed in natural and artificial slope, embankment, earth-rock dam and other projects. The traditional seepage calculation only considers the sa
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 741:012101
It is known that the tunnel leakage is significantly affected by precipitation, for example the seasonal rainfall and the groundwater level change, which reduce the effective stress and the shear strength of the surrounding rocks, resulting in surrou