SOIL INVESTIGATION FOR PROVISION OF STRESS MANAGEMENT CENTRE CUM GYMNASIUM AT ICGS MUNDRA

Amount

Soil investigation by Auger method to carryout bore holes with 150mm diameter shell and auger equipment in all sort of soil max 10.00 meter depth.Collection of disturbed samples in 75mm dia thin wall tube sample from bore holes(One bore at each location) and one trial bore of size 1.20 x 1.20m and conducting suitable laboratory test as per IS - 1892 of 1979 and test mentioned below:-(a) Bore log data up to 10.00 Meter depth (b) SPT test result(N Values) (c) Soil Classification (d) Atterberg limits (e) Value of co-hesion'C' and angle of internal friction(phi) (f) Water table lowest/hightest (g) Swelling properties,if any and remedial measures suggested if so. (h) SBC at recommended depth of foundation i.e 1.50m,2.00m & 2.50 (j) SBC should be work out for following size of footings i.e (i) 1.50m x 1.50m (ii) 1.50m x 2.50m (iii) 2.0m x 2.50m (iv) 2.0m x 3.0m (v) 2.0m x 3.0m (k) Photographic record of geo-exploration as well as testing. (l) Recommendation as regards possibility of liquefaction of soil. (m) Recommendation for filling under floors.

Sai Geotechnical Lab

Shree Hari

AHMEDABAD ENGINEERING RESEAERCH INTITUTE