The standard plasticity chart for the classification of fine-grained soils is used to classify soils based on their liquid limit and plasticity index. The position of the point \( X \) in the diagram helps in determining the soil type.
- From the figure, \( X \) lies in the region that corresponds to inorganic clay with high plasticity.
- The plasticity index value of \( X \) is greater than 35, which is characteristic of high plasticity clay.
So, soil \( X \) can be classified as inorganic clay with high plasticity based on the IS classification system.
Thus, the correct answer is option (C).
A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil stratum having the following properties: bulk unit weight = 19 kN/m$^3$, angle of internal friction = 0$^\circ$ and cohesion = 25 kPa. The allowable load the pile can carry with a factor of safety of 3 is \underline{\hspace{2cm} kN (round off to one decimal place).}
A square footing is to be designed to carry a column load of 500 kN which is resting on a soil stratum having the following average properties: bulk unit weight = 19 kN/m³; angle of internal friction = 0° and cohesion = 25 kPa. Considering the depth of the footing as 1 m and adopting Meyerhof's bearing capacity theory with a factor of safety of 3, the width of the footing (in m) is (round off to one decimal place)}
A circular pile of diameter 0.6 m and length 8 m was constructed in a cohesive soil stratum having the following properties: bulk unit weight = 19 kN/m$^3$, angle of internal friction = 0$^\circ$ and cohesion = 25 kPa. The allowable load the pile can carry with a factor of safety of 3 is kN (round off to one decimal place).}
| Point | Staff Readings Back side | Staff Readings Fore side | Remarks |
|---|---|---|---|
| P | -2.050 | - | 200.000 |
| Q | 1.050 | 0.95 | Change Point |
| R | - | -1.655 | - |