Zobrazeno 1 - 10
of 201
pro vyhledávání: '"Wei-Chau Xie"'
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02813- (2024)
The stability of slopes might be influenced by numerous uncertainty factors. In this study, three uncertainty factors are considered in the slope stability analysis, which are locations of weak structural surfaces, structures of soil-rock mixtures, s
Externí odkaz:
https://doaj.org/article/c7a7441eb3cb4548af5a1bce8912b8e2
Publikováno v:
Water Science and Engineering, Vol 16, Iss 3, Pp 280-288 (2023)
Safety evaluation of toppling rock slopes developing in reservoir areas is crucial. To reduce the uncertainty of safety evaluation, this study developed a composite cloud model, which improved the combination weights of the decision-making trial and
Externí odkaz:
https://doaj.org/article/27f89ab78a934748854b3b5b1bde03a6
Publikováno v:
Frontiers in Earth Science, Vol 10 (2022)
Creep behavior of landslide sliding zones is closely related to the long-term stability and safety of landslides. In this paper, shear creep tests are carried out on undisturbed samples of the gravel sliding zone in the Zhoujia landslide. Creep prope
Externí odkaz:
https://doaj.org/article/7bd0cc59e0614caf900218391fd09d69
Seismic Risk Analysis of Nuclear Power Plants addresses the needs of graduate students in engineering, practicing engineers in industry, and regulators in government agencies, presenting the entire process of seismic risk analysis in a clear, logical
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Bulletin of Engineering Geology and the Environment. 82
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:853-874
Publikováno v:
Rock Mechanics and Rock Engineering. 54:6091-6103
This paper presents an experimental study on the mechanical behavior and permeability evolution of basalt, drilled from the dam foundation of the Baihetan Hydropower Station in China. Two groups of triaxial unloading creep tests under hydro-mechanica
Autor:
Yang Zhou, Wei‐Chau Xie
Publikováno v:
Modern Trends in Structural and Solid Mechanics 2. :231-251
Publikováno v:
Journal of Earthquake Engineering. 26:4956-4976
A methodology is developed for generating floor response spectra (FRS) considering the effect of dynamic soil–structure interaction (SSI) based on the substructure technique and a recently-develope...