Cone angle influence on dynamic light cone penetrability and its effect on tip resistance prediction
Dynamic cone penetration test has numerous advantages over commonly adopted static cone penetration test for ground characterisation. However, the major setback of the test is being unable to sorely characterise the ground.
Francis Katarama Mutabazi +3 more
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Objective: This study compared the dentinal tubule penetration of NeoSEALER Flo bioceramic sealer using single cone and cold lateral compaction obturation techniques.
Huda Ashri +3 more
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Deformation parameters of soils determined by the cone penetration test
The article deals with the derivation of correlation relations from the cone penetration test, which are applied as input parameters in the calculations of advanced constitutive soil models.
Bulko Roman, Gago Filip
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Numerical simulation on static cone penetration test (CPT) in aeolian sand areas
Aeolian sand is widely distributed in western China, characterized by loose, non-cohesive soil and low water content. The static cone penetration test (CPT), as a widely used and high-quality in-situ testing technique, can easily and accurately obtain ...
FU Sai 1 , LI Baojian 1 , ZHANG Chunxin 2, PANG Li 2
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Application of cone penetration test (CPT) results for soil classification
The paper presents an application of CPT results for soil classification according to Unified Soil Classification System (USCS) and European Soil Classification System (ESCS) by using computer program KLASIF.
Lovorka Librić +2 more
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Evaluation of Liquefaction Potential in Barandouz Dam based on Cone Penetration Test (CPT) [PDF]
One of the important problems in earthquake geotechnical engineering is liquefaction phenomenon that happens in loose saturated granular soils. Liquefaction resistance of soils can be evaluated with using laboratory tests such as cyclic simple shear test,
Tahmineh Sheikhbaglou +2 more
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Penetration resistance in a latosol under different moisture and penetration speeds
The soil penetration resistance has been used to represent the compaction situation and several authors have attempted to relate the cone index (CI) with the bulk density.
Walter Francisco Molina Jr +2 more
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EVALUATION OF VARIOUS SOIL PARAMETERS OF Al-EMARA CITY FROM FIELD AND LABORATORY TESTS
This paper describes the geotechnical characteristic of soil located at Al-Emara city southern Iraq. The paper presents the data advanced from the field investigations performed at many projects at Al-Emara city.
Mudhafar K. Hameedi
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Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 2 Application
The paper demonstrates how the concepts presented in the companion paper: “Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 1 Analyses” can be applied in practice.
K. Rainer Massarsch
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Macro and micro coupling analysis of cone penetration test: methodology and application
Although cone penetration test (CPT) is an in-situ test method to obtain conventional geotechnical properties accurately, CPT data cannot be directly linked to macro constitutive model parameters. The principal reason is that the comprehensive studies on
WANG Chang-hong +3 more
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