DSpace Repository

Mechanical and durability properties of concrete with limestone calcined clay cement: assessing the suitability of Tanzanian kaolinite clay

Show simple item record

dc.contributor.author Okumu, Victoria Akoth
dc.contributor.author Shitote, Stanley Muse
dc.contributor.author Koteng, David Otieno
dc.contributor.author Myamba, Yohakimu Jinifa
dc.date.accessioned 2026-08-12T06:00:27Z
dc.date.available 2026-08-12T06:00:27Z
dc.date.issued 2026-08
dc.identifier.uri file:///home/systems/Downloads/constrmater-06-00052.pdf
dc.identifier.uri http://ir.mu.ac.ke:8080/jspui/handle/123456789/10445
dc.description.abstract In most African countries, supplementary cementitious materials (SCMs), such as silica fume, slag, and fly ash, are scarce, creating a need for alternative low-clinker cement that utilises locally abundant resources. Given the limited availability of SCMs, the development of Limestone Calcined Clay Cement (LC3) has emerged as an attractive solution. LC3 is a blended binder composed of ground limestone, calcined kaolinite clay, and ordinary Portland cement clinker. This research assessed the mechanical and durability properties of LC3 binders formulated using raw materials obtained from selected deposits in Tanzania. Two samples of clay from the Pugu deposit were selected: Pugu hard clay (PH) and Pugu soft clay (PS). Limestone and gypsum were sourced from Dar es Salaam. LC3 mixes containing 58% CEM I/42.5N were produced and used to make concrete with a water/binder ratio of 0.4. Two control mixes were made, a mix with 100% Portland cement CEM I/42.5 N and a mix with 100% Portland pozzolana CEM II/P-B 42.5 N. In addition, four concrete mixes were designed for the study: LC3-PH, LC3-PS, CEM I + PH (CC-PH), and CEM I + PS (CC-PS). The mechanical properties evaluated included compressive strength, splitting tensile strength, and flexural strength, whilst durability performance was assessed through sulfuric acid resistance, water sorptivity, and absorption. The results demonstrated the superiority of LC3 concrete compared to CEM I and CEM II concretes. For instance, the LC3-PS mix achieved a 90-day compressive strength of 63 ± 2.1 MPa, compared with 62 ± 1.8 MPa for CEM I. Similarly, water absorption was 1.35% and 1.1% for CEM I and LC3 concretes, respectively. Under sulfuric acid exposure, LC3 concrete exhibited the lowest mass loss (1.6%) and strength loss (17.9%) compared with 2.4% and 23% for CEM I and 2.1% and 21% for CEM II, respectively. The enhanced performance of LC3 concrete was attributed to its denser and more refined microstructure, which reduced pore connectivity and improved resistance to the ingress of aggressive agents. en_US
dc.language.iso en en_US
dc.publisher MDPI en_US
dc.subject Low-clinker cement en_US
dc.subject Durability en_US
dc.subject Mechanical properties en_US
dc.subject Kaolinite clay en_US
dc.subject Limestone calcined clay cement (LC3) en_US
dc.title Mechanical and durability properties of concrete with limestone calcined clay cement: assessing the suitability of Tanzanian kaolinite clay en_US
dc.type Article en_US


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record

Search DSpace


Advanced Search

Browse

My Account