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B=28

value of B= 28

Figure. 1 Shows SPT data of a construction site. If Width of foundation =B= Student Registration Number (Ft). Then Using following Method Find the Bearing Capacity of soil at 10 ft, 20ft & 30 ft 2 1. Terzaghi & Peck Method. 2. Teng's Method. 3. Meyerhof Method. Suggest which method will give higher Bearing Capacity Results. Description Thickness Legend Depth below GL 1 Soil classification Depth Sample type UDS SPTN results 2 Silly clay 4.5 ML 2.3 7 UDS SPT UDS SPT 3 3.8 7 4 5 6 5.3 9 Sitty sand 3 SM-SP 7 UDS SPT UDS SPT UDS SPT 6.8 9 8 9 8.3 10 10 Silty sand SP UDS SPT 9.8 13 11 12 11.3 15 13 Silty sand 1 SM-SP 12.8 18 14 Silty sand 1 SM 15 14.3 19 16 15.8 22 17 Sitty sand 2.5 SP 18 17.3 23 19 18.8 25 20 21 UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT 20.3 24 22 Silty sand 6.5 SM-SP 21.8 25 23 24 23.3 27 25 24.8 27 26 27 26.3 22 28 Silty clay 4.5 CL 27.8 24 29 30 29.3 28 Fig. 1 Figure. 1 Shows SPT data of a construction site. If Width of foundation =B= Student Registration Number (Ft). Then Using following Method Find the Bearing Capacity of soil at 10 ft, 20ft & 30 ft 2 1. Terzaghi & Peck Method. 2. Teng's Method. 3. Meyerhof Method. Suggest which method will give higher Bearing Capacity Results. Description Thickness Legend Depth below GL 1 Soil classification Depth Sample type UDS SPTN results 2 Silly clay 4.5 ML 2.3 7 UDS SPT UDS SPT 3 3.8 7 4 5 6 5.3 9 Sitty sand 3 SM-SP 7 UDS SPT UDS SPT UDS SPT 6.8 9 8 9 8.3 10 10 Silty sand SP UDS SPT 9.8 13 11 12 11.3 15 13 Silty sand 1 SM-SP 12.8 18 14 Silty sand 1 SM 15 14.3 19 16 15.8 22 17 Sitty sand 2.5 SP 18 17.3 23 19 18.8 25 20 21 UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT UDS SPT 20.3 24 22 Silty sand 6.5 SM-SP 21.8 25 23 24 23.3 27 25 24.8 27 26 27 26.3 22 28 Silty clay 4.5 CL 27.8 24 29 30 29.3 28 Fig. 1