Results 51 to 60 of about 203 (156)
The piezocone test is an unsurpassed method of determining the strategraphy of all types of soils into which it can be pushed down. The method is well established for investigations in sand. In more fine-grained soils, increased use of the piezocone test would bring about a higher quality of the soil investigations in terms of determinations of ...
Larsson, Rolf, Mulabdic, Mensur
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Limitations of the cone penetration test, especially to accurately determine undrained shear strength (Su) in soft soil deposits with high in situ stresses, have motivated the development of alternative devices, such as the T-bar and ball penetration ...
Jonatas Sosnoski +5 more
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Geotechnical investigation and remediation for industrial contaminated sites
Aiming at geotechnical problems in the redevelopment of industrial contaminated sites, the research achievements from the author and his group are throughly summarized.
LIU Song-yu
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Variability characterization of a gold tailings deposit considering piezocone soundings interpretation [PDF]
Geotechnical properties vary spatially owing to their mineralogical composition, stress history, and deposition processes, even within homogeneous soil layers.
Gracieli Dienstmann +3 more
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Penetration rate effects and partial drainage can govern piezocone (CPTu) response in intermediate permeability geomaterials, but field testing at a fixed standard rate limits systematic evaluation.
Henrique Milan +6 more
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STUDY ON INTEGRATED LIQUEFACTION HAZARD MAPPING DEVELOPED BY SPT, CPT, DOWNHOLE AND LPI INDEX
This paper aims to investigate liquefaction hazard assessment criteria available in practice which are obtained by geotechnical tests. In this study, developed indices for evaluation of liquefaction potential of susceptible soils under earthquake ...
Babak Jamhiri, Mohammad Parsaeimaram
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The piezocone in lightly over consolidated clay
A laboratory experimental programme was carried out to investigate the behaviour of the piezocone in lightly over consolidated clay. The clay samples were prepared from reconstituted kaolin. The powdered form of this clay was mixed with water to form a slurry at a moisture content of approximately 120% under vacuum. The clay slurry was consolidated and
Nyirenda, Z, Nyirenda, Z. M.
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As remediações de áreas contaminadas têm menor custo e maior eficácia quando são baseadas em um Modelo Conceitual do Site (MCS) sólido. A elaboração de um adequado MCS pressupõe que sejam identificadas, em alta resolução, as heterogeneidades ...
Marcos Tanaka Riyis +3 more
doaj
Mechanism of piezocone penetration tests under partial drainage conditions
In the natural state, the constraints of soils are between completely drained and undrained conditions. Due to the influences of the probe size, penetration velocity, soil properties and other factors, the partial drainage conditions will occur during ...
WANG Changhong , FANG Tian , WU Zhaoxin , WANG Kun , TANG Daofei
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Clarity in monitoring existing foundation structures demands innovative safety analysis methodologies for deep foundations, necessitating advanced models calibrated with real-world field parameters.
Jair de Jesús Arrieta Baldovino +2 more
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