Results 21 to 30 of about 14,435 (157)

Cone angle influence on dynamic light cone penetrability and its effect on tip resistance prediction

open access: yesWater Science
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
doaj   +1 more source

Effect of Obturation Technique on NeoSEALER Flo Bioceramic Sealer Penetration into Dentinal Tubules: A Comparative Confocal Laser Scanning Microscopic Study

open access: yesEuropean Endodontic Journal
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
doaj   +1 more source

Deformation parameters of soils determined by the cone penetration test

open access: yesMATEC Web of Conferences, 2017
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
doaj   +1 more source

Numerical simulation on static cone penetration test (CPT) in aeolian sand areas

open access: yesYantu gongcheng xuebao
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
doaj   +1 more source

Application of cone penetration test (CPT) results for soil classification

open access: yesGrađevinar, 2017
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
doaj   +1 more source

Evaluation of Liquefaction Potential in Barandouz Dam based on Cone Penetration Test (CPT) [PDF]

open access: yesرویکردهای نوین در مهندسی عمران, 2019
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
doaj   +1 more source

Penetration resistance in a latosol under different moisture and penetration speeds

open access: yesRevista Ceres, 2013
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
doaj   +1 more source

EVALUATION OF VARIOUS SOIL PARAMETERS OF Al-EMARA CITY FROM FIELD AND LABORATORY TESTS

open access: yesJournal of Engineering and Sustainable Development, 2016
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
doaj  

Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 2 Application

open access: yesGeotechnics
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
doaj   +1 more source

Macro and micro coupling analysis of cone penetration test: methodology and application

open access: yesRock and Soil Mechanics, 2021
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
doaj   +1 more source

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