Table 3 Mix proportions of the 3D printable mortars tested in the present study (kg/m3).

From: Sustainable production of 3D concrete printing using agricultural waste fibers

Mix ID

OPC

Sand

Bentonite

GGBFS

LP

Water

Fibers

(%)

F0-0

490

840

70

105

35

350

0

F1-0.1DPF

490

840

70

105

35

350

0.10

F2-0.1CF

490

840

70

105

35

350

0.10

F3-0.1BF

490

840

70

105

35

350

0.10

F4-0.1PALF

490

840

70

105

35

350

0.10

F5-0.1Coir

490

840

70

105

35

350

0.10

F6-0.25DPF

490

840

70

105

35

350

0.25

F7-0.25CF

490

840

70

105

35

350

0.25

F8-0.25BF

490

840

70

105

35

350

0.25

F9-0.25PALF

490

840

70

105

35

350

0.25

F10-0.25Coir

490

840

70

105

35

350

0.25

F11-0.15DPF

490

840

70

105

35

350

0.15

F12-0.15CF

490

840

70

105

35

350

0.15

F13-0.15BF

490

840

70

105

35

350

0.15

F14-0.15PALF

490

840

70

105

35

350

0.15

F15-0.15Coir

490

840

70

105

35

350

0.15

F16-0.2DPF

490

840

70

105

35

350

0.2

F17-0.2CF

490

840

70

105

35

350

0.2

F18-0.2BF

490

840

70

105

35

350

0.2

F19-0.2PALF

490

840

70

105

35

350

0.2

F20-0.2Coir

490

840

70

105

35

350

0.2