Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Kam W. Ng"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 6, Pp 101381- (2023)
Piles driven in Intermediate GeoMaterials (IGM) pose multiple design and construction challenges because of the high uncertainty in IGM properties, lacking knowledge pertaining to pile responses in IGM, and absence of classification, static analysis
Externí odkaz:
https://doaj.org/article/08d6fd90215541708fc6de3f488e92e2
Publikováno v:
Materials, Vol 16, Iss 13, p 4867 (2023)
Mechanical properties of sandstone, such as compressive strength and young’s modulus, are commonly used in the design of geotechnical structures and numerical simulation of underground reservoirs using models such as the digital groundwater, equiva
Externí odkaz:
https://doaj.org/article/19b540cb440042f5994c9948255cbc3e
Autor:
Kam W. Ng
Publikováno v:
International Journal of Rotating Machinery, Vol 5, Iss 1, Pp 35-40 (1999)
This paper provides an overview of current research efforts in integrated diagnostics and prognostics of rotating machinery. Specifically, the following topics are discussed: sensing techniques and sensors; signal detection, identification and extrac
Externí odkaz:
https://doaj.org/article/a5cfb7fd160e422189565e20ed8b3e88
Publikováno v:
Geotechnical and Geological Engineering. 41:2377-2393
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55e920043dc3ad615f73e28d9baa619a
https://doi.org/10.1007/s10706-023-02403-x
https://doi.org/10.1007/s10706-023-02403-x
Publikováno v:
Canadian Geotechnical Journal. 59:1851-1871
The difficulty with shale sampling and testing and the lack of pile load tests in shales have created challenges with shale classification, pile resistance prediction, and understanding time-dependent pile responses. Treating shale as soil can yield
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10d5f2ddec5d2ee9812a388ccf077948
https://doi.org/10.1139/cgj-2021-0374
https://doi.org/10.1139/cgj-2021-0374
Publikováno v:
Materials; Volume 16; Issue 13; Pages: 4867
Mechanical properties of sandstone, such as compressive strength and young’s modulus, are commonly used in the design of geotechnical structures and numerical simulation of underground reservoirs using models such as the digital groundwater, equiva
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::eb2386e8373a8792d04646e947936240
Publikováno v:
Geotechnical and Geological Engineering. 40:2553-2567
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c56fb9169bd8703550259b178d5b64cd
https://doi.org/10.1007/s10706-021-02045-x
https://doi.org/10.1007/s10706-021-02045-x
Publikováno v:
Journal of Bridge Engineering. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5308b334a5b1750e7c40915062b6c9f
https://doi.org/10.1061/(asce)be.1943-5592.0001887
https://doi.org/10.1061/(asce)be.1943-5592.0001887
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. :036119812211497
This study proposes a method to quantify the effect of geological uncertainty on the predicted shaft resistance and the reliability of piles driven into multi-layered geomaterials. Several geological predicted surfaces with different levels of geolog
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67a5e66bc44ec16b3f0f247db0c86065
https://doi.org/10.1177/03611981221149733
https://doi.org/10.1177/03611981221149733
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:210-222
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55b029f0ff579e1d50a105d03ba07680
https://doi.org/10.1061/(asce)gt.1943-5606.0000753
https://doi.org/10.1061/(asce)gt.1943-5606.0000753