Title

New method for comparing of particle-size distribution curves

Journal title

Archives of Civil Engineering

Yearbook

2022

Volume

vol. 68

Issue

No 1

Affiliation

Opyrchał, Leszek : Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00–908 Warsaw, Poland ; Chmielewski, Ryszard : Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00–908 Warsaw, Poland ; Bąk, Aleksandra : Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00–908 Warsaw, Poland

Authors

Opyrchał, Leszek ; Chmielewski, Ryszard ; Bąk, Aleksandra

Keywords

particle-size distribution curve ; dam ; chi-modulus test ; uncertainty of sieves curve

Divisions of PAS

Nauki Techniczne

Coverage

63-72

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

[1] J. Guevara, “Review of particle size distribution analysis methods”, 2018. University of Florida Soil and Water Sciences Department. [Online], Available: https://soils.ifas.ufl.edu/media/soilsifasufledu/sws-mainsite/pdf/technical-papers/Guevara_Jorge_One_Year_Embargo.pdf [Accessed: 28.04.2021].
[2] S. Blott, K. Pye, “GRADISTAT: A grain size distribution and statistics package for the analysis of unconsolidated sediments”, Earth Surface Processes and Landforms, 2001, vol. 26, pp. 1237–1248, DOI: 10.1002/esp.261.
[3] P. Guilherme, C. Borzone, M. Bueno, M. Lamour, “Análise granulométrica de sedimentos de praias arenosas através de imagens digitais. Descrição de um protocolo de mensuração de partículas no software ImageJ – Fiji”, Brazilian Journal of Aquatic Sciences and Technology, 2015, vol. 19 (2), pp. 1–10, DOI: 10.14210/ bjast.v19n2.6874.
[4] H. Alkhaldi, C. Ergenzinger, F. Fleißner, P. Eberhard, “Comparison between two different mesh descriptions used for simulation of sieving processes”, Granular Matter, 2008, vol. 10, pp. 223–229, DOI: 10.1007/s10035-008-0084-4.
[5] J. Fernlund, R. Zimmerman, D. Kragic, “Influence of volume/mass on grain-size curves and conversion of image-analysis size to sieve size”, Engineering Geology, 2007, vol. 90, pp. 124–137, DOI: 10.1016/j.enggeo.2006.12.007.
[6] W. Weipeng, L. Jianli, Z. Bingzi, Z. Jiabao, L. Xiaopeng, Y. Yifan, “Critical Evaluation of Particle Size Distribution Models Using Soil Data Obtained with a Laser Diffraction Method”, PLoS ONE, 2015, vol. 10(4): e0125048, DOI: 10.1371/journal.pone.0125048.
[7] G.L. Santana, C.T. Brasileiro, G.A. Azeredo, H.C. Ferreira, G.A. Neves, H.S. Ferreira, “A comparative study of particle size distribution using analysis of variance for sedimentation and laser diffraction methods”, Cerâmica, 2019, vol. 65(375), pp. 452–460, DOI: 10.1590/0366-69132019653752623.
[8] S. Brandt, Data Analysis. Statistical and Computational Methods for Scientists and Engineers. Cham: Springer, 2014, ISBN 978-3-319-03761-5, DOI: 10.1007/978-3-319-03762-2.
[9] L. Opyrchał, “Applying the chi-modulus distribution to test the consistency of measurements”, Metrology and Measurement Systems, 1999, vol. 6, no. 3, pp. 135–142.
[10] A. Bak, R. Chmielewski, “The influence of fine fractions content in non-cohesive soils on their compactibility and the CBR value”, Journal of Civil Engineering and Management, 2019, vol. 25, no. 4, DOI: 10.3846/jcem.2019.9687.

Date

2022.03.30

Type

Article

Identifier

DOI: 10.24425/ace.2022.140156