TY - JOUR
T1 - Incorporating clay as a natural and enviro-friendly partial replacement for cement to reduce carbon emissions in peat stabilisation
T2 - An experimental investigation
AU - Wang, Zhiliang
AU - Li, Miao
AU - Shen, Linfang
AU - Wang, Jingyu
N1 - Publisher Copyright:
© 2022 Elsevier Ltd
Includes bibliographical references
PY - 2022/10/24
Y1 - 2022/10/24
N2 - Using cement for peat and soft soil foundation stabilisation has been a traditional engineering practice. However, cement production is a highly energy-intensive process and causes vast carbon emissions. This study describes a series of laboratory experiments that demonstrates the benefits of using clay as a natural and environmentally-friendly material to partially replace cement for peat stabilisation. As a pozzolanic material and filler, clay significantly improves the strength of stabilised peat and reduces the dosage of cement. For a required unconfined compressive strength level of 350 kPa, using only cement to stabilise peat would require 20.8 % of cement. By adding 40 % of clay, the cement consumption is reduced to 12.0 % (a 42.3 % saving) to stabilise the same peat. Scanning Electron Microscope (SEM) observations revealed a dense microstructure of the stabilised peat due to the filler effect and pozzolanic activity of the clay. The present study confirmed the feasibility of using clay as a partial replacement for cement in peat stabilisation. This study shall inform engineering practice for peat stabilisation with a view to contributing to the global mission of carbon neutrality by 2050.
AB - Using cement for peat and soft soil foundation stabilisation has been a traditional engineering practice. However, cement production is a highly energy-intensive process and causes vast carbon emissions. This study describes a series of laboratory experiments that demonstrates the benefits of using clay as a natural and environmentally-friendly material to partially replace cement for peat stabilisation. As a pozzolanic material and filler, clay significantly improves the strength of stabilised peat and reduces the dosage of cement. For a required unconfined compressive strength level of 350 kPa, using only cement to stabilise peat would require 20.8 % of cement. By adding 40 % of clay, the cement consumption is reduced to 12.0 % (a 42.3 % saving) to stabilise the same peat. Scanning Electron Microscope (SEM) observations revealed a dense microstructure of the stabilised peat due to the filler effect and pozzolanic activity of the clay. The present study confirmed the feasibility of using clay as a partial replacement for cement in peat stabilisation. This study shall inform engineering practice for peat stabilisation with a view to contributing to the global mission of carbon neutrality by 2050.
KW - Carbon emission
KW - Cement
KW - Clay
KW - Filler
KW - Peat stabilisation
KW - Pozzolan
KW - Unconfined compressive strength
UR - https://authors.elsevier.com/a/1fm4p3O1E1QfzY
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U2 - 10.1016/j.conbuildmat.2022.128901
DO - 10.1016/j.conbuildmat.2022.128901
M3 - Article
SN - 1879-0526
VL - 353
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 128901
ER -