Activation of locally excavated spoil for utilization in limestone calcined clay cement (LC3)
Journal article, 2024

The utilization of clay to produce limestone calcined clay cement (LC3) is limited in China due to environmental concerns related to clay excavation. This study explores the potential to activate the fine-grained clay sourced from excavated spoil in Shenzhen, China for LC3 production. A water washing method was introduced to treat the excavated spoil, enriching the clays’ kaolinite content in a range of 72.4–83.1%. Incorporation of calcined clay with different calcination procedures will modify the hydration rate for aluminate, and the longer calcination after 2 h is detrimental for clay reactivity. Additionally, using excavated spoil calcined at 800 °C with more than 2 h in paste yields compressive strength comparable to that of paste made of ordinary Portland cement (OPC). Calcining at 800 °C for 2 h is the optimal calcination procedure to activate the collected soil. Notably, this activation approach for LC3 production exhibits remarkable environmental and economic benefits, reinforcing the potential for extensive adoption of LC3 within China.

Hydration

Calcination

Limestone calcined clay cement (LC3)

Shenzhen

Excavated spoil

Author

Yongqiang Li

ShenZhen Institute of Information Technology

Peng Yi

Shenzhen University

Hangyu Du

Shenzhen University

Wei Liu

Shenzhen University

Tangwei Mi

Shenzhen University

Liming Huang

Chalmers, Architecture and Civil Engineering, Building Technology

Xue Gao

Shenzhen University

Xiaohui Sun

Shenzhen University

F. Xing

Shenzhen University

Construction and Building Materials

0950-0618 (ISSN)

Vol. 420 135518

Subject Categories

Civil Engineering

Chemical Engineering

Earth and Related Environmental Sciences

DOI

10.1016/j.conbuildmat.2024.135518

More information

Latest update

3/15/2024