Assessment of Rheological and Piezoresistive Properties of Graphene based Cement Composites

International Journal of Concrete Structures and Materials

Table 3 Description of rheological samples.

Sample	Sher rate cycle range (s⁻¹)	Resting time (min)
Effect of graphene percentage
M0 (control)	200–0.6	0
GM3	200–0.6	0
GM5	200–0.6	0
GM10	200–0.6	0
Effect of shear rate
M0a	100–0.6	0
M0b	200–0.6	0
M0c	300–0.6	0
GM3a	100–0.6	0
GM3b	200–0.6	0
GM3c	300–0.6	0
GM5a	100–0.6	0
GM5b	200–0.6	0
GM5c	300–0.6	0
GM10a	100–0.6	0
GM10b	200–0.6	0
GM10c	300–0.6	0
Effect of resting time
M0-0	200–0.6	0
M0-30	200–0.6	30
M0-60	200–0.6	60
GM3-0	200–0.6	0
GM3-30	200–0.6	30
GM3-60	200–0.6	60
GM5-0	200–0.6	0
GM5-30	200–0.6	30
GM5-60	200–0.6	60
GM10-0	200–0.6	0
GM10-30	200–0.6	30
GM10-60	200–0.6	60
Effect of SP
M0 (control)	200–0.6	0
M0S	200–0.6	0
GM3	200–0.6	0
GM3S	200–0.6	0
GM5	200–0.6	0
GM5S	200–0.6	0
GM10	200–0.6	0
GM10S	200–0.6	0