Results 131 to 140 of about 508 (184)
Research on composite foundation rheology using the combined rheological element model. [PDF]
Qu J, Mao H, Wang F, Tang S, Wang X.
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Estimating Embankment Settlement from Piezocone Penetration Test Data
The in situ piezocone penetration test (PCPT) has been widely used by the geotechnical engineering community for subsurface soil identification and classification and for the evaluation of many engineering soil properties, such as consolidation parameters.
Murad Y. Abu-Farsakh +5 more
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Numerical Parametric Study of Piezocone Penetration Test in Clays
International Journal of Geomechanics, 2003This paper presents a numerical model for the simulation of the piezocone penetration test that is used to carry out a parametric study of the piezocone penetration test in cohesive soils.
Murad Abu-Farsakh +2 more
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An analytical study of the effect of penetration rate on piezocone tests in clay
International Journal for Numerical and Analytical Methods in Geomechanics, 2006Finite element cavity expansion analysis investigating the effect of penetration rate on piezocone tests in clay is presented. A coupled analysis was performed, in which the rate of cavity expansion was linked to the penetration rate of the cone and the cone angle, using the assumption that the deformation was wholly radial, and took place only between
David J White
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Research on Application of Seismic Piezocone Penetration Tests in Pile Foundation
According to the characteristics of installation about the penetrometer of seismic piezocone penetration tests (SCPTu) and the pile, a theoretical relationship between ultimate bearing capacity of single pile, time-effect of shaft bearing capacity of single pile, excess pore water pressure around the pile during pile driven and the data measured from ...
Quan Cao, Hong Chen, Fa Bo Chen
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Pore Pressure Responses of Overconsolidated Soils in a Partially Drained Piezocone Penetration Test
Journal of Engineering Mechanics - ASCE, 2019AbstractThis study investigated the pore pressure responses of overconsolidated (OC) soils during a piezocone penetration test (PCPT).
Chung R Song, Binyam Bekele
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Numerical study of partially drained penetration and pore pressure dissipation in piezocone test
The piezocone penetration test (CPTU) is commonly used as a fast and economical tool to identify soil profile and to estimate relevant material properties in soils ranging from fine to coarse-grained. Moreover, in the case of fine-grained soils (clays and silts), the consolidation coefficient and the permeability can be estimated through the ...
Francesca Ceccato, Paolo Simonini
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A modified piezocone penetration test (CPTu) analytical solution based on spherical cavity expansion and critical state soil mechanics (SCE–CSSM) is employed for assessing yield stress, undrained shear strength, and flow parameters in sensitive Leda clay at the Gloucester test site.
Shehab S. Agaiby, Paul W. Mayne
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Numerical simulation of deep penetration of a Piezocone in a Strain-Softening clay
This paper presents a numerical model which has the ability to simulate Piezocone penetration starting from the ground surface in saturated soft clays. The constitutive behavior of the soil is modeled using the Modified Cam Clay model and the model has ...
D S Liyanapathirana
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Multifunctional Piezocone Penetration Testing in Geotechnical Practice
Applied Mechanics and Materials, 2011Cone penetration test is a fast and efficient in-situ test technique. With the development of sensor technology and the use of new probes, such test is employed in more fields and reveals more soil parameters. Based on advanced CPTU equipment, soil types were classified.
Yan Yong An, Bao Tian Wang
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