Results 1 to 10 of about 619 (176)

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

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   +2 more sources

Cavity expansion theory with state-dependent mohr-coulomb model and its application to cone penetration tests. [PDF]

open access: yesPLoS ONE
The cone penetration test (CPT) is a fast and efficient in-situ testing technique that provides reliable and continuous measurements of soil properties. The CPT calibration chamber test is widely used to investigate soil-pile interactions. To address the
Baojian Li   +5 more
doaj   +2 more sources

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   +2 more sources

AI-enhanced soil classification with incomplete CPT data for offshore wind farm [PDF]

open access: yesScientific Reports
Accurate soil classification is fundamental to offshore wind farm foundation design, yet conventional cone penetration test (CPT) based methods often require complete datasets that are costly and challenging to obtain in offshore environments. This study
Cheng-Yu Ku   +3 more
doaj   +2 more sources

Sub-surface shear wave velocity models developed based on a combined in-situ measurement of quasi-static cone penetration test (q-CPT) and microtremor datasets [PDF]

open access: yesData in Brief
A representative sub-surface shear wave velocity model is crucial for seismic hazard studies, as seismic waves are affected by sub-surface characteristics.
Bambang Setiawan   +5 more
doaj   +2 more sources

Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand [PDF]

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2003
AbstractA new finite element model based on a large strain formulation has been developed to study cone penetration in normally consolidated sand. An auto‐adaptive remeshing technique was utilized for handling the very large distortion of sand surrounding the cone tip.
Endra Susila, Roman D Hryciw
exaly   +3 more sources

Assessment of undrained shear strength based on Cone Penetration Test (CPT) for clayey soils

open access: yesKSCE Journal of Civil Engineering, 2011
This paper presents a rational way of developing the correlation of undrained shear strength based on the cone resistance from the Cone Penetration Test (CPT) for clayey soils. The field cone penetration test program included CPT, the index test, the one dimensional test and the triaxial test.
Young Jin Shin, Daehyeon Kim
exaly   +2 more sources

Analysis and research on the constant-rate penetration mechanism of the seabed cone penetration test system

open access: yesFrontiers in Mechanical Engineering, 2023
The seabed Cone Penetration Test (CPT) system is a common method for investigating offshore soil. This paper focuses on a new subsea CPT method for assessing physical and mechanical properties of marine sediments. The new method enables automatic docking
Ziqiang Ren   +13 more
doaj   +1 more source

Cone Penetration Tests (CPTs) in layered soils: a material point approach [PDF]

open access: yes, 2022
Cone Penetration Tests (CPTs) can be used to determine in-situ soil properties and represent a practical choice for site investigation offshore, especially for linear infrastructure, such as offshore wind export cables. Information gained from CPTs is key for predicting soil-structure interaction behaviour, for example when predicting the tow forces ...
Bird, R.E.   +7 more
openaire   +1 more source

Soil classification at Muaro Baru beach of Padang City using CPT data [PDF]

open access: yesE3S Web of Conferences, 2021
Many semi-empiric correlations have been developed to estimate geotechnical parameters based on Cone Penetration Test (CPT) data for various types of soils.
Yuliet Rina, Mera Mas, Hidayat Krismon
doaj   +1 more source

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