Issue 30

A. Namdar et alii, Frattura ed Integrità Strutturale, 30 (2014) 138-144; DOI: 10.3221/IGF-ESIS.30.18 142 1 2 3 4 5 6 0 500 1000 1500 2000 2500 3000 3500 The mixed soil is 100% red soil Safe bearing capacity of soil foundation (kNm 2 ) depth change from 1 to 2.5 (m) in increment of 0.3 (m) width change from 1 to 2.5 (m) in increment of 0.3 (m) Figure 3 : Fluctuation of safe bearing capacity of soil foundation (kN/m 2 ) Vs the mixed soil type. 1 2 3 4 5 6 0 500 1000 1500 2000 2500 3000 3500 depth change from 1 to 2.5 (m) in increment of 0.3 (m) width change from 1 to 2.5 (m) in increment of 0.3 (m) The mixed soil is type 3 Safe bearing capacity of soil foundation (kNm 2 ) Figure 4 : Fluctuation of safe bearing capacity of soil foundation (kN/m 2 ) Vs the mixed soil type. 1 2 3 4 5 6 0 500 1000 1500 2000 2500 3000 3500 depth change from 1 to 2.5 (m) in increment of 0.3 (m) width change from 1 to 2.5 (m) in increment of 0.3 (m) The mixed soil is type 15 Safe bearing capacity of soil foundation (kNm 2 ) Figure 5 : Fluctuation of safe bearing capacity of soil foundation (kN/m 2 ) Vs the mixed soil type.