0

2.3kviews

Suggest the degree of workability in terms of slump for the following: i) Pavements using pavers ii) Canal lining iii) Heavily reinforced sections iv) In-situ piling

written 5.2 years ago by teamques10 ★ 68k

modified 2.8 years ago by pedsangini276 • 4.8k

building services and repairs

ADD COMMENT FOLLOW SHARE EDIT

1 Answer

0

194views

written 5.2 years ago by teamques10 ★ 68k

Degree of workability in terms of slump for the following:

i) Pavements using pavers: 25-75 mm

ii) Canal lining: 70-80 mm

iii) Heavily reinforced sections: 50-100 mm

iv) In-situ piling: 100-150 mm

ADD COMMENT SHARE EDIT