Results 71 to 80 of about 626 (174)
The 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
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
ABSTRACT Lipid droplets (LDs) serve as the primary storage site for neutral lipids in plant cells, with growing evidence supporting many additional biological roles, such as in lipid homeostasis, signalling, trafficking, inflammatory responses and inter‐organelle communication.
Abdulsamie Hanano +2 more
wiley +1 more source
Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
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
Schematic representation depicting the influence of phosphine ligand identity on the biological and physicochemical characteristics of Pt(II) complexes: PTA promotes antileishmanial activity, PPh2(Php–COOH) strengthens antiviral activity, and TCEP enhances fluorescence.
Antonio A. de Oliveira‐Neto +12 more
wiley +1 more source
The paper analyses problems of correlation between the results of dynamic probing (DPSH – Super heavy dynamic probing) and cone penetration test. According to investigations of geological cross-sections of cohesive soils of the territory of Lithuania correlation dependencies are evaluated.
Žaržojus, Gintaras, Dundulis, Kastytis
openaire +3 more sources
Contribution to Estimating Bearing Capacity of Pile in Clayey Soils
The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because ...
Drusa Marián, Gago Filip, Vlček Jozef
doaj +1 more source
A numerical study addressing CPTu inversion in organic soils containing gas [PDF]
Soft organic soils often contain gas pockets generated by the chemical decomposition of organic matter. The gas content fluctuates seasonally with temperature and barometric pressure, can alter the soil mechanical response and complicates the ...
Halleux Arthur +3 more
doaj +1 more source
The problem of pile damage encountered when using cone penetration test (CPT) in a reserved tube for quality detection testing is addressed. Based on the experimental and numerical models, the damage control methods for CPT in reserved tubes are studied.
LI Guo-wei 1,2, WANG Su-yun 1,2, WU Jian-tao 1,2, ZHENG Ya-kun 1,3, Felix Omoro 1,2, HOU Yu-zhou 1,3
doaj +1 more source
CPT-based design of pile foundations in sand and clay: Perspectives [PDF]
This paper provides some perspectives and guidance for the design of pile foundations in sand and clay using cone penetration test (CPT) results. A key variable in the estimation of the limit unit shaft resistance qsL of piles in sand is the critical ...
Sakleshpur Venkata Abhishek +2 more
doaj +1 more source

