Zobrazeno 1 - 10
of 68
pro vyhledávání: '"Siang Huat Goh"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 5, Pp 1552-1564 (2024)
The traditional deterministic analysis for tunnel face stability neglects the uncertainties of geotechnical parameters, while the simplified reliability analysis which models the potential uncertainties by means of random variables usually fails to a
Externí odkaz:
https://doaj.org/article/8a6cace319cd459baa56d76c00eee0e9
Publikováno v:
Geotechnics, Vol 1, Iss 2, Pp 573-587 (2021)
Although there has been a substantial body of research on the chemical stabilization of sewage sludge, most of these results are project-specific and relate mainly to the use of new binders and sewage sludge from specific sources. In this sense, much
Externí odkaz:
https://doaj.org/article/bdcf579d77dd4f27ac15cca1a1438af7
Publikováno v:
PLoS ONE, Vol 13, Iss 11, p e0206626 (2018)
This paper examines possible causes of additional spudcan settlement after preloading using both centrifuge model tests and small strain finite element analysis, in which spudcan settlement due to cavity collapse, consolidation settlement and settlem
Externí odkaz:
https://doaj.org/article/6385181cb72f4210bfb9d0e9ff2c1919
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. :1-15
Autor:
Ze Zhou Wang, Yue Hu, Xiangfeng Guo, Xiaogang He, Hardy Yide Kek, Taeseo Ku, Siang Huat Goh, Chun Fai Leung
Publikováno v:
Canadian Geotechnical Journal.
Understanding the variation of geological interfaces plays a crucial role in the analysis and design of infrastructure systems. Generally, there are two classes of techniques for predicting geological interfaces, for example, interpolation/regression
Autor:
Ze-Zhou Wang, Siang Huat Goh
Publikováno v:
Acta Geotechnica. 17:1147-1166
The spatial variability of the properties of natural soils is one of the major sources of uncertainties that can influence the performance of geotechnical structures. The direct Monte-Carlo simulation (MCS) method, although robust and versatile, may
Publikováno v:
Journal of Earthquake and Tsunami. 16
This paper presents a critical review of the current challenges in analyzing large, realistic pile groups in soft clay soil under earthquake shaking. The review focuses on three main essentials of numerical analyses, namely soil behavior and constitu
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 44:2093-2113
Back analysis can provide engineers with important information for better decision-making. Over the years, research on back analysis has focused mainly on optimisation techniques, while comparative studies of data-interpretation methodologies have se
Application of Image Segmentation for Predicting Slope Failure Mechanism in Spatially Variable Soils
Publikováno v:
8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022).