Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Binyam M. Bekele"'
Publikováno v:
Infrastructures, Vol 6, Iss 3, p 32 (2021)
Overconsolidated (OC) soils may develop a low or negative pore pressure during PCPT. Thus, it is challenging to develop an “on-the-fly” estimation of hydraulic conductivity from PCPT results. This study presents a method to estimate the hydraulic
Externí odkaz:
https://doaj.org/article/78d195a8cd814ef8b77f53ed17af1f4e
Publikováno v:
International Journal of Geotechnical Engineering. 16:343-356
Several studies have proposed evaluation schemes to assess the performance of cone/piezocone penetration test (CPT/PCPT)-based pile analyses. However, approaches that calibrate, evaluate, and consi...
Publikováno v:
Journal of Engineering Mechanics. 145
This study investigated the pore pressure responses of overconsolidated (OC) soils during a piezocone penetration test (PCPT). The influences of overconsolidation ratio (OCR) and hydraulic ...
Publikováno v:
Infrastructures
Volume 6
Issue 3
Infrastructures, Vol 6, Iss 32, p 32 (2021)
Volume 6
Issue 3
Infrastructures, Vol 6, Iss 32, p 32 (2021)
Overconsolidated (OC) soils may develop a low or negative pore pressure during PCPT. Thus, it is challenging to develop an “on-the-fly” estimation of hydraulic conductivity from PCPT results. This study presents a method to estimate the hydraulic