Results 91 to 100 of about 7,041,661 (204)
New Zealand Journal of Geology and Geophysics, Volume 69, Issue 1, March 2026.This article assesses the performance of multiple cone penetration test–shear wave velocity (CPT–Vs) correlations based on a database of over 2,100 CPT–Vs data pairs obtained from co‐located shallow (≤10 m) CPT soundings and direct‐push crosshole tests in New Zealand.
Hui Zhou +3 more
wiley +1 more source
Yantu gongcheng xuebaoThe static cone penetration test (CPT) is an internationally used technique for potential evaluation of soil liquefaction in the world. The common method of CPT is based on the equivalent pure sand and only applicable to sand and low plastic fine-grained
DUAN Wei 1, 4, ZHAO Zening 2, CAI Guojun 3, 4, 2, LIU Songyu 2, ZHANG Xidong 1, DONG Xiaoqiang 1
doaj +1 more source
Movement Disorders, Volume 41, Issue 3, Page 651-666, March 2026.Abstract Background Peripheral disease mechanisms such as immune dysregulation may contribute to Parkinson's disease (PD). To investigate interactions between common PD mutations and immune responses to environmental pathogens, we studied responses to Pseudomonas aeruginosa (P.
Julian R. Mark +8 more
wiley +1 more source
The FEBS Journal, Volume 293, Issue 6, Page 1681-1707, March 2026.Heteromeric cis‐prenyltransferases (CPT) are indispensable for dolichol synthesis and protein N‐glycosylation in most eukaryotes. The catalytic subunits are strongly conserved throughout evolution, in contrast to the evolutionarily variable accessory subunits. The POC1 protein from Paramecium tetraurelia is the smallest identified CPT‐accessory subunit
Agnieszka Onysk +8 more
wiley +1 more source
Engineering characterisation of estuarine silts [PDF]
, 2007 Guidance is provided for geotechnical engineers designing civil engineering works in silty soils. A detailed characterisation of two estuarine silt sites in Ireland is performed and the soil properties are linked to their geological origin.
Long, Michael (Michael M.)
core +1 more source
Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
Građevinar, 2018 This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective and total stress analysis ...
Mirjana Vukićević +3 more
doaj +1 more source
, 2000 : The detection of shear zones along which a mass of soil is moving is essential for understanding the state of stability of natural slopes. Weaker zones in clay soils can be identified from low values of cone penetration test (CPT) tip resistance ...
Mahmoud, M. +2 more
core +1 more source
Numerical simulations of cone penetration test in gassy sand deposits [PDF]
, 2017 ensification of loose granular deposits with blast densification technique isusually verified with measurements of ground surface settlement and by comparison of penetration resistance with field tests performed after and before treatment. Field
Vergara Duran, Carellys Yaneth
core
Effect of cone penetrometer type on CPTU results at a soft clay test site in Norway [PDF]
, 2018 Seven different cone penetrometers from 5 manufacturers have been used in a comparative testing program at the Norwegian GeoTest site (NGTS) on soft clay in Onsøy, Norway. Tests with all cone types give very repeatable penetration pore pressure, u2. When
Kassner, M. +8 more
core
The cone penetration test in unsaturated sands [PDF]
, 2011 The cone penetration test (CPT) is widely used for in situ characterization of saturated or dry soils based on correlations developed for saturated/dry conditions.
Pournaghiazar, Mohammad
core +1 more source