The piezocone (CPTu) dissipation test is used to characterize how the applied load from the penetrating cone is distributed between the soil and pore fluid during both penetrometer advancement and when penetration is paused.
Diane Moug +2 more
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Discussion: The Correlation of Cone Size in the Dynamic Cone Penetration Test with the Standard Penetration Test [PDF]
D. Mohan, V. S. Aggarwal, D. S. Tolia
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Identification of local organic soils based on cone penetration test results
This paper presents the results of attempts to identify organic soils on the basis of test results performed under in situ conditions by cone penetration testing (CPT).
Grzegorz Straż
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Gempa bumi yang terjadi di daerah Bantul, Yogyakarta pada 27 Mei 2006 dengan magnitudo gempa bumi sebesar 6.3 SR dapat menyebabkan terjadinya bahaya likuifaksi yang dapat merusak bangunan khususnya di wilayah Bantul Yogyakarta. Investigasi geoteknik yang
Tini, Adrin Tohari, Mimin Iryanti
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Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
Estimating the deformation modulus of gravelly soils is a challenging task. The estimate of deformation modulus of cohessionless soils in general relies on availability of correlation between in situ test parameters and deformation modulus back ...
Marawan M. Shahien, Ahmed Farouk
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Laboratory Testing of Kinetic Sand as a Reference Material for Physical Modelling of Cone Penetration Test with the Possibility of Artificial Neural Network Application. [PDF]
Gago F +3 more
europepmc +1 more source
Microstructure-based modelling of snow mechanics: experimental evaluation of the cone penetration test [PDF]
Snow is a complex porous material presenting a variety of microstructural patterns. This microstructure largely controls the mechanical properties of snow, although the relation between the micro and macro properties remains to be better understood ...
C. Herny +5 more
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Theoretical Studies and Implementation on the Temporary Data Storage Method for Cone Penetration Test. [PDF]
Li Y +5 more
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An analytical study of the cone penetration test
The quasi-static penetration of a cone penetrometer into clay can be formulated as a steady state problem by considering a steady flow of soil past a stationary cone. The soil velocities are estimated from the flow field of an inviscid fluid, and the incompressibility condition is achieved by adopting a stream function formulation.
Teh, C, Teh, C.-I.
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Static and Dynamic Cone Penetrometer Tests for Babolsar Sand Parameters via Physical Modeling
Field tests are the most suitable method to determine geotechnical parameters. Owing to some restrictions in field tests, physical modeling has been widely accepted as a proper method to define mathematical correlations among geotechnical parameters ...
Abolfazl Eslami +2 more
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