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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 ★ 67k

modified 2.7 years ago by pedsangini276 • 4.8k

building services and repairs

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written 5.2 years ago by teamques10 ★ 67k

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

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