TY - JOUR
T1 - Reclaimed brick masonry waste recycling in macro–micro amelioration of cemented clayey soil
T2 - an eco-friendly construction waste solution
AU - Ahmad, Ansar
AU - Khalid, Usama
AU - Rehman, Zia ur
AU - Iqbal, Muhammad Jawed
N1 - Publisher Copyright:
© The Author(s), under exclusive licence to Springer Nature Japan KK, part of Springer Nature 2025.
PY - 2025/2/2
Y1 - 2025/2/2
N2 - Reclaimed brick masonry makes up a noteworthy portion of construction and demolition waste (CDW), totaling approximately 31%, even exceeding concrete waste. This study proposes using reclaimed brick masonry to enhance the micro- and macro-properties of clayey soil. Extensive laboratory testing was conducted to evaluate the performance of reclaimed brick powder (BP) along with 5% cement content. The cement was used to generate chemical bonds with BP and soil grains. Micro-testing like XRF, XRD, EDAX, and SEM analyses confirmed the formation of CSH and CAH compounds which strengthened soil structure and enhanced its brittleness. However, after 10% BP, the addition of coarser grains converted the soil structure from dense to porous. Macro-properties assessment confirmed that 10% BP with 5% cement content is an optimum combination for selected soil. The addition of BP reduces the required amount of cement for soil stabilization, making it an eco-friendlier solution. The addition of the optimum combination decreased the wL, IP, FSI, wopt, and Cc and increased the γdmax, qu, CBR value, and σy significantly. It is also confirmed by the specimen’s failure morphology analysis that BP with cement in clayey soil curtailed cement generated brittleness and enhanced ductility.
AB - Reclaimed brick masonry makes up a noteworthy portion of construction and demolition waste (CDW), totaling approximately 31%, even exceeding concrete waste. This study proposes using reclaimed brick masonry to enhance the micro- and macro-properties of clayey soil. Extensive laboratory testing was conducted to evaluate the performance of reclaimed brick powder (BP) along with 5% cement content. The cement was used to generate chemical bonds with BP and soil grains. Micro-testing like XRF, XRD, EDAX, and SEM analyses confirmed the formation of CSH and CAH compounds which strengthened soil structure and enhanced its brittleness. However, after 10% BP, the addition of coarser grains converted the soil structure from dense to porous. Macro-properties assessment confirmed that 10% BP with 5% cement content is an optimum combination for selected soil. The addition of BP reduces the required amount of cement for soil stabilization, making it an eco-friendlier solution. The addition of the optimum combination decreased the wL, IP, FSI, wopt, and Cc and increased the γdmax, qu, CBR value, and σy significantly. It is also confirmed by the specimen’s failure morphology analysis that BP with cement in clayey soil curtailed cement generated brittleness and enhanced ductility.
KW - Brick powder
KW - Cement
KW - Clayey soil
KW - Environmental implications
KW - Macro- and Micro-properties
UR - http://www.scopus.com/inward/record.url?scp=85217389147&partnerID=8YFLogxK
U2 - 10.1007/s10163-025-02161-3
DO - 10.1007/s10163-025-02161-3
M3 - Article
AN - SCOPUS:85217389147
SN - 1438-4957
JO - Journal of Material Cycles and Waste Management
JF - Journal of Material Cycles and Waste Management
ER -