Pollack Periodica
Volume/Issue:
Volume 16: Issue 3
Modeling of stress-strain relation of cement-treated sand under compression
Authors:
Khawaja Adeel Tariq Department of Civil Engineering, The University of Faisalabad, Faisalabad, Pakistan

Search for other papers by Khawaja Adeel Tariq in
Current site
Google Scholar
PubMed Close
https://orcid.org/0000-0002-7469-8937
and
Takeshi Maki Department of Civil and Environmental Engineering, Saitama University, Saitama, Japan

Search for other papers by Takeshi Maki in
Current site
Google Scholar
PubMed Close
Pages:
94–100
Online Publication Date:
21 Apr 2021
Publication Date:
28 Sep 2021
Article Category:
Research Article
DOI:
https://doi.org/10.1556/606.2021.00322
Keywords:
limestone; cement; sand; concrete; compressive strength
Restricted access

Abstract

This research work has been conducted to model the uniaxial stress-strain compressive behavior of cement-treated sand and its post-peak softening area. The cylindrical specimens were produced by using limestone powder, sand and high early strength cement. The mixtures were made by using different ratios of water to cement with fixed ratio of limestone powder to cement and cement to sand. The stress-strain behavior in post-peak zone of cement-treated is adjusted with introduction of compression softening factor. Uniaxial compressive stress-strain relationships after amending the Japanese Society of Civil Engineers model are proposed. Finite element analysis shows that the suggested model estimates well the compressive behavior of cement-treated sand.

  • [1]

    H. E. Elyamany , A. E. M. Elmoaty , and B. Mohamed , “Effect of filler types on physical, mechanical and microstructure of self-compacting concrete and flow-able concrete,” Alexandria Eng. J., vol. 50, no. 3, pp. 295–307, 2014.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [2]

    P. V. Lade , “Overview of constitutive models for soils, soil constitutive models: Evaluation, selection and calibration,” in Geo-Frontiers Congress, Austin, Texas, United States, Jan. 24–26, 2005, 2005, pp. 1–34.

    • Search Google Scholar
    • Export Citation
  • [3]

    E. C. Leong , H. Rahardjo , and D. G. Fredlund , “A comparative study of constitutive models for unsaturated soils,” in Second Asian Conference on Saturated Soils, Osaka, Japan, Apr. 15–17, 2003, 2003, pp. 41–46.

    • Search Google Scholar
    • Export Citation
  • [4]

    H. Okamura and K. Maekawa , Nonlinear Analysis and Constitutive Models of Reinforced Concrete. Tokyo: Gihodo, 1991.

  • [5]

    H. Nakamura and T. Higai , “Compressive fracture energy and fracture zone length of concrete,” in ASC, Modeling of Inelastic Behavior of RC Structures Under Seismic Load, 2001, pp. 471–487.

    • Search Google Scholar
    • Export Citation
  • [6]

    J. C. Lim and T. Ozbakkaloglu , “Influence of size and slenderness on compressive strain softening of confined and unconfined concrete,” J. Mater. Civil Eng., vol. 28, no. 2, pp. 1–7, 2016.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [7]

    M. Karamloo , M. Mazlooma , and G. Payganeh , “Effects of maximum aggregate size on fracture behaviors of self-compacting lightweight concrete,” Constr. Build., vol. 123, pp. 508–515, 2016.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [8]

    A. Achouri and M. N. Amrane , “Effect of structures density and tunnel depth on the tunnel-soil-structures dynamical interaction,” Pollack Period., vol. 15, no. 1, pp. 91–102, 2020.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [9]

    E. H. Yang and V. C. Li , “Strain-rate effects on the tensile behavior of strain-hardening cementitious composites,” Constr. Build. Mater. , vol. 52, pp. 96–104, 2014.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [10]

    D. G. Aggelis , A. C. Mpalaskas , and T. E. Matikas , “Investigation of different fracture modes in cement-based materials by acoustic emission,” Cem. Concr. Res. , vol. 48, pp. 1–8, 2013.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [11]

    J. Fiedler and T. Koudelka , “Numerical modeling of foundation slab with concentrated load,” Pollack Period., vol. 11, no. 3, pp. 119–129, 2016.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [12]

    ASTM D4318-00 , Standard test methods for liquid limit, plasic limit and plasticity index of soils, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA, 2010.

  • [13]

    H. T. Hu and W. C. Schnobrich , “Constitutive modeling of concrete by using non-associated plasticity,” ASCE J. Mater. Civil Eng. , vol. 1, no. 4, pp. 199–216, 1989.

    • Crossref
    • Search Google Scholar
    • Export Citation
  • [14]

    JSCE, No. 15 , Standard specification for concrete structures, design, Japan Society of Civil Engineers, 2007.

  • [15]

    K. A. Tariq and T. Maki , “Mechanical behavior of cement-treated sand,” Constr. Build. Mater., vol. 58, pp. 54–63, 2014.

  • [16]

    Y. Ohsaki , “Some notes on masing's law and non-linear response of soil deposits,” J. Fac. Eng., The University of Tokyo, Series B, vol. 35, no. 4, pp. 513–536, 1980.

    • Search Google Scholar
    • Export Citation
  • Collapse
  • Expand
Cover Pollack Periodica
Pollack Periodica
Print ISSN:
1788-1994
Online ISSN:
1788-3911

Senior editors

Editor(s)-in-Chief: Iványi, Amália

Editor(s)-in-Chief: Iványi, Péter

 

Scientific Secretary

Miklós M. Iványi

Editorial Board

  • Bálint Bachmann (Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Jeno Balogh (Department of Civil Engineering Technology, Metropolitan State University of Denver, Denver, Colorado, USA)
  • Radu Bancila (Department of Geotechnical Engineering and Terrestrial Communications Ways, Faculty of Civil Engineering and Architecture, “Politehnica” University Timisoara, Romania)
  • Charalambos C. Baniotopolous (Department of Civil Engineering, Chair of Sustainable Energy Systems, Director of Resilience Centre, School of Engineering, University of Birmingham, U.K.)
  • Oszkar Biro (Graz University of Technology, Institute of Fundamentals and Theory in Electrical Engineering, Austria)
  • Ágnes Borsos (Institute of Architecture, Department of Interior, Applied and Creative Design, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Matteo Bruggi (Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano, Italy)
  • Petra Bujňáková (Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Slovakia)
  • Anikó Borbála Csébfalvi (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Mirjana S. Devetaković (Faculty of Architecture, University of Belgrade, Serbia)
  • Szabolcs Fischer (Department of Transport Infrastructure and Water Resources Engineering, Faculty of Architerture, Civil Engineering and Transport Sciences Széchenyi István University, Győr, Hungary)
  • Radomir Folic (Department of Civil Engineering, Faculty of Technical Sciences, University of Novi Sad Serbia)
  • Jana Frankovská (Department of Geotechnics, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • János Gyergyák (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Kay Hameyer (Chair in Electromagnetic Energy Conversion, Institute of Electrical Machines, Faculty of Electrical Engineering and Information Technology, RWTH Aachen University, Germany)
  • Elena Helerea (Dept. of Electrical Engineering and Applied Physics, Faculty of Electrical Engineering and Computer Science, Transilvania University of Brasov, Romania)
  • Ákos Hutter (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technolgy, University of Pécs, Hungary)
  • Károly Jármai (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Teuta Jashari-Kajtazi (Department of Architecture, Faculty of Civil Engineering and Architecture, University of Prishtina, Kosovo)
  • Róbert Kersner (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Rita Kiss  (Biomechanical Cooperation Center, Faculty of Mechanical Engineering, Budapest University of Technology and Economics, Budapest, Hungary)
  • István Kistelegdi  (Department of Building Structures and Energy Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Stanislav Kmeť (President of University Science Park TECHNICOM, Technical University of Kosice, Slovakia)
  • Imre Kocsis  (Department of Basic Engineering Research, Faculty of Engineering, University of Debrecen, Hungary)
  • László T. Kóczy (Department of Information Sciences, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, University of Győr, Hungary)
  • Dražan Kozak (Faculty of Mechanical Engineering, Josip Juraj Strossmayer University of Osijek, Croatia)
  • György L. Kovács (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Balázs Géza Kövesdi (Department of Structural Engineering, Faculty of Civil Engineering, Budapest University of Engineering and Economics, Budapest, Hungary)
  • Tomáš Krejčí (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Jaroslav Kruis (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Miklós Kuczmann (Department of Automations, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University, Győr, Hungary)
  • Tibor Kukai (Department of Engineering Studies, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Maria Jesus Lamela-Rey (Departamento de Construcción e Ingeniería de Fabricación, University of Oviedo, Spain)
  • János Lógó  (Department of Structural Mechanics, Faculty of Civil Engineering, Budapest University of Technology and Economics, Hungary)
  • Carmen Mihaela Lungoci (Faculty of Electrical Engineering and Computer Science, Universitatea Transilvania Brasov, Romania)
  • Frédéric Magoulés (Department of Mathematics and Informatics for Complex Systems, Centrale Supélec, Université Paris Saclay, France)
  • Gabriella Medvegy (Department of Interior, Applied and Creative Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Tamás Molnár (Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Ferenc Orbán (Department of Mechanical Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Zoltán Orbán (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Dmitrii Rachinskii (Department of Mathematical Sciences, The University of Texas at Dallas, Texas, USA)
  • Chro Radha (Chro Ali Hamaradha) (Sulaimani Polytechnic University, Technical College of Engineering, Department of City Planning, Kurdistan Region, Iraq)
  • Maurizio Repetto (Department of Energy “Galileo Ferraris”, Politecnico di Torino, Italy)
  • Zoltán Sári (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Grzegorz Sierpiński (Department of Transport Systems and Traffic Engineering, Faculty of Transport, Silesian University of Technology, Katowice, Poland)
  • Zoltán Siménfalvi (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Andrej Šoltész (Department of Hydrology, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • Zsolt Szabó (Faculty of Information Technology and Bionics, Pázmány Péter Catholic University, Hungary)
  • Mykola Sysyn (Chair of Planning and Design of Railway Infrastructure, Institute of Railway Systems and Public Transport, Technical University of Dresden, Germany)
  • András Timár (Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Barry H. V. Topping (Heriot-Watt University, UK, Faculty of Engineering and Information Technology, University of Pécs, Hungary)

POLLACK PERIODICA
Pollack Mihály Faculty of Engineering
Institute: University of Pécs
Address: Boszorkány utca 2. H–7624 Pécs, Hungary
Phone/Fax: (36 72) 503 650

E-mail: peter.ivanyi@mik.pte.hu 

or amalia.ivanyi@mik.pte.hu

Indexing and Abstracting Services:

  • SCOPUS
  • CABELLS Journalytics

 

2023  
Scopus  
CiteScore 1.5
CiteScore rank Q3 (Civil and Structural Engineering)
SNIP 0.849
Scimago  
SJR index 0.288
SJR Q rank Q3

Pollack Periodica
Publication Model Hybrid
Submission Fee none
Article Processing Charge 900 EUR/article
Printed Color Illustrations 40 EUR (or 10 000 HUF) + VAT / piece
Regional discounts on country of the funding agency World Bank Lower-middle-income economies: 50%
World Bank Low-income economies: 100%
Further Discounts Editorial Board / Advisory Board members: 50%
Corresponding authors, affiliated to an EISZ member institution subscribing to the journal package of Akadémiai Kiadó: 100%
Subscription fee 2025 Online subsscription: 381 EUR / 420 USD
Print + online subscription: 456 EUR / 520 USD
Subscription Information Online subscribers are entitled access to all back issues published by Akadémiai Kiadó for each title for the duration of the subscription, as well as Online First content for the subscribed content.
Purchase per Title Individual articles are sold on the displayed price.

 

2023  
Scopus  
CiteScore 1.5
CiteScore rank Q3 (Civil and Structural Engineering)
SNIP 0.849
Scimago  
SJR index 0.288
SJR Q rank Q3

Monthly Content Usage

Abstract Views Full Text Views PDF Downloads
Aug 2024 56 0 0
Sep 2024 44 0 0
Oct 2024 187 0 0
Nov 2024 40 0 0
Dec 2024 45 0 0
Jan 2025 38 0 0
Feb 2025 0 0 0