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Soil nails are mostly designed for stabilization of key slips. How can designer cater for stability of minor slips?
There are many methods to treat minor slips-(i) Acceptance of smaller diameter size bars at closer spacing; (ii) Setting up of tie beams at same horizontal levels; (iii) Provision of steel wire mesh in-between soil nails; and
(iv) Provision of small soil nails in mixture of long soil nails.
fine the influence line for cantilever beam of span 7 m and load at 2 m?
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