Utilization of Pakistani bentonite as partial replacement of cement in concrete

Shazim Ali Memon, Rao Arsalan, Sardar Khan, Tommy Yiu Lo

Research output: Contribution to journalArticle

37 Citations (Scopus)

Abstract

This research is aimed at evaluating Jehangira bentonite, deposited at 33°59′56″ latitude and 72°12′47″ longitude in the survey of Pakistan topographic sheet 43C/1, as partial replacement of cement. The main variable is the proportion of bentonite (3%, 6%, 9%, 12%, 15%, 18% and 21% by weight of cement) in replacement mode while the amount of cementitious material, water to cementitious material ratio, fine and coarse aggregate content were kept constant. Test results substantiate the feasibility to develop low cost concrete using bentonite. It will reduce energy consumption and greenhouse gases related to cement production as well as improve the durability of the system. The scanning electron micrographs indicated that bentonite particles are flaky and elongated. The average size of particle ranged in between 4 and 5 μm. All the mixes satisfied the requirement of strength activity indices as laid down by ASTM C618. The workability, fresh concrete density and water absorption decreased as the ordinary Portland cement substitution by bentonite increased. The comparative compressive strength analysis indicated that at 3 days of testing, the mixes containing bentonite showed lower strength than control mix while at 56 days of testing, the bentonite mixes showed higher strength than the control mix. Mixes containing bentonite performed better than control mix against acid attack. The aggressiveness of sulfuric acid on concrete was more pronounced than hydrochloric acid.

Original languageEnglish
Pages (from-to)237-242
Number of pages6
JournalConstruction and Building Materials
Volume30
DOIs
Publication statusPublished - May 2012
Externally publishedYes

Fingerprint

Bentonite
Cements
Concretes
Hydrochloric Acid
Testing
Water absorption
Portland cement
Hydrochloric acid
Sulfuric acid
Greenhouse gases
Compressive strength
Durability
Substitution reactions
Energy utilization
Scanning
Acids
Electrons
Water

Keywords

  • Acid attack
  • Bentonite
  • Compressive strength
  • Fresh concrete density
  • Natural pozzolan
  • Strength activity index
  • Workability

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

Cite this

Utilization of Pakistani bentonite as partial replacement of cement in concrete. / Memon, Shazim Ali; Arsalan, Rao; Khan, Sardar; Lo, Tommy Yiu.

In: Construction and Building Materials, Vol. 30, 05.2012, p. 237-242.

Research output: Contribution to journalArticle

@article{20c8fe40271e48259d8cf0a3fba6f536,
title = "Utilization of Pakistani bentonite as partial replacement of cement in concrete",
abstract = "This research is aimed at evaluating Jehangira bentonite, deposited at 33°59′56″ latitude and 72°12′47″ longitude in the survey of Pakistan topographic sheet 43C/1, as partial replacement of cement. The main variable is the proportion of bentonite (3{\%}, 6{\%}, 9{\%}, 12{\%}, 15{\%}, 18{\%} and 21{\%} by weight of cement) in replacement mode while the amount of cementitious material, water to cementitious material ratio, fine and coarse aggregate content were kept constant. Test results substantiate the feasibility to develop low cost concrete using bentonite. It will reduce energy consumption and greenhouse gases related to cement production as well as improve the durability of the system. The scanning electron micrographs indicated that bentonite particles are flaky and elongated. The average size of particle ranged in between 4 and 5 μm. All the mixes satisfied the requirement of strength activity indices as laid down by ASTM C618. The workability, fresh concrete density and water absorption decreased as the ordinary Portland cement substitution by bentonite increased. The comparative compressive strength analysis indicated that at 3 days of testing, the mixes containing bentonite showed lower strength than control mix while at 56 days of testing, the bentonite mixes showed higher strength than the control mix. Mixes containing bentonite performed better than control mix against acid attack. The aggressiveness of sulfuric acid on concrete was more pronounced than hydrochloric acid.",
keywords = "Acid attack, Bentonite, Compressive strength, Fresh concrete density, Natural pozzolan, Strength activity index, Workability",
author = "Memon, {Shazim Ali} and Rao Arsalan and Sardar Khan and Lo, {Tommy Yiu}",
year = "2012",
month = "5",
doi = "10.1016/j.conbuildmat.2011.11.021",
language = "English",
volume = "30",
pages = "237--242",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier",

}

TY - JOUR

T1 - Utilization of Pakistani bentonite as partial replacement of cement in concrete

AU - Memon, Shazim Ali

AU - Arsalan, Rao

AU - Khan, Sardar

AU - Lo, Tommy Yiu

PY - 2012/5

Y1 - 2012/5

N2 - This research is aimed at evaluating Jehangira bentonite, deposited at 33°59′56″ latitude and 72°12′47″ longitude in the survey of Pakistan topographic sheet 43C/1, as partial replacement of cement. The main variable is the proportion of bentonite (3%, 6%, 9%, 12%, 15%, 18% and 21% by weight of cement) in replacement mode while the amount of cementitious material, water to cementitious material ratio, fine and coarse aggregate content were kept constant. Test results substantiate the feasibility to develop low cost concrete using bentonite. It will reduce energy consumption and greenhouse gases related to cement production as well as improve the durability of the system. The scanning electron micrographs indicated that bentonite particles are flaky and elongated. The average size of particle ranged in between 4 and 5 μm. All the mixes satisfied the requirement of strength activity indices as laid down by ASTM C618. The workability, fresh concrete density and water absorption decreased as the ordinary Portland cement substitution by bentonite increased. The comparative compressive strength analysis indicated that at 3 days of testing, the mixes containing bentonite showed lower strength than control mix while at 56 days of testing, the bentonite mixes showed higher strength than the control mix. Mixes containing bentonite performed better than control mix against acid attack. The aggressiveness of sulfuric acid on concrete was more pronounced than hydrochloric acid.

AB - This research is aimed at evaluating Jehangira bentonite, deposited at 33°59′56″ latitude and 72°12′47″ longitude in the survey of Pakistan topographic sheet 43C/1, as partial replacement of cement. The main variable is the proportion of bentonite (3%, 6%, 9%, 12%, 15%, 18% and 21% by weight of cement) in replacement mode while the amount of cementitious material, water to cementitious material ratio, fine and coarse aggregate content were kept constant. Test results substantiate the feasibility to develop low cost concrete using bentonite. It will reduce energy consumption and greenhouse gases related to cement production as well as improve the durability of the system. The scanning electron micrographs indicated that bentonite particles are flaky and elongated. The average size of particle ranged in between 4 and 5 μm. All the mixes satisfied the requirement of strength activity indices as laid down by ASTM C618. The workability, fresh concrete density and water absorption decreased as the ordinary Portland cement substitution by bentonite increased. The comparative compressive strength analysis indicated that at 3 days of testing, the mixes containing bentonite showed lower strength than control mix while at 56 days of testing, the bentonite mixes showed higher strength than the control mix. Mixes containing bentonite performed better than control mix against acid attack. The aggressiveness of sulfuric acid on concrete was more pronounced than hydrochloric acid.

KW - Acid attack

KW - Bentonite

KW - Compressive strength

KW - Fresh concrete density

KW - Natural pozzolan

KW - Strength activity index

KW - Workability

UR - http://www.scopus.com/inward/record.url?scp=84855164838&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84855164838&partnerID=8YFLogxK

U2 - 10.1016/j.conbuildmat.2011.11.021

DO - 10.1016/j.conbuildmat.2011.11.021

M3 - Article

VL - 30

SP - 237

EP - 242

JO - Construction and Building Materials

JF - Construction and Building Materials

SN - 0950-0618

ER -