Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Kai Sin Wong"'
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-17 (2023)
Abstract The growing number of online open-access journals promotes academic exchanges, but the prevalence of predatory journals is undermining the scholarly reporting process. Data collection, feature extraction, and model prediction are common step
Externí odkaz:
https://doaj.org/article/e33bcd06811340cfb6c4eb5fe41b19d7
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-1 (2023)
Externí odkaz:
https://doaj.org/article/b42a6d5a1a904878a978956ee9bd28ba
Publikováno v:
Computers and Geotechnics. 108:152-160
Nonlinear finite element analyses for deep excavations in soft clay with different geometrical properties of the excavation, wall and soil properties were carried out to assess the basal heave factor of safety. The study indicated that the increase i
Publikováno v:
ICKII
The prevalence of predatory journals has become more severe recently as this is harmful to science and technology development. For scholars publish papers more effectively and avoid publishers for profits, this research used a machine learning method
Publikováno v:
Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019).
Publikováno v:
Marine Georesources & Geotechnology. 34:648-658
Step loading compression measurements of ultra-soft soil, obtained from marine environment, were carried out with a hydraulic consolidation cell at the moisture contents of 150 and 168%. Three different drainage conditions were tested: radial outward
Publikováno v:
Geotechnical and Geological Engineering. 29:65-74
Ultra-soft soil with high moisture content will experience large strain deformation under one-dimensional compression with little or no gain in effective stress. Such deformation behaviour does not comply with Terzaghi’s effective stress gain theor
Publikováno v:
International Symposium on Advances in Ground Technology & Geo-Information.
Publikováno v:
International Symposium on Advances in Ground Technology & Geo-Information.
Publikováno v:
Geotechnical Testing Journal. 33:102802
The conventional consolidation test on ultra-soft soil takes a long time to complete due to the viscous effect in the early stage of compression. Instead of conducting the test until the end-of-primary (EOP) consolidation at each loading step, the te