From: Estimation of base grout quantity for cast in situ piles based on field test results
Depth (Zs) | Submerged unit wt.(γ) | Cohesion(C) | Angle of internal friction (Ø) | Soil Strata |
---|---|---|---|---|
m | KN/m3 | (KN/m2) | Degree | |
0 to 46.5 | 9.0 | 5 | 10 | Soft mixed soil |
46.5 to 49.5 | 9.0 | 0 | 30 | Non Plastic Grey silty Sand |
49.5 to 58.5 | 9.0 | 20 | 24 | Mixed soil of dark clay with silt, sand |
58.5 to 63 | 9.0 | 30 | 0 | Brownish grey stiff clay |
63 to 76.5 | 9.0 | 31 | 0 | Non Plastic Light brown silty sand |
76.5 to 85.5 | 9.0 | 30 | 10 | Mixed soil of Grey sandy silt with trace clay |
85.5 to 99 | 9.0 | 0 | 20 | Stiff grey clay silt with trace clay |
99 to 108 | 10 | 0 | 35 | Non Plastic Grey silty fine sand |
108 to 123 | 4 | 10 | 30 | Mixed clayey silt and sandy silt |
123.0 to 140 | 3 | 0 | 36 | Non Plastic Very dense silty sand |