Consider that a force \( P \) is acting on the surface of a half-space (Boussinesq's problem). The expression for the vertical stress \( \sigma_z \) at any point \( (r, z) \), within the half-space is given as, \[ \sigma_z = \frac{3P}{2\pi} \frac{z^3}{(r^2 + z^2)^{5/2}}, \] where \( r \) is the radial distance, and \( z \) is the depth with downward direction taken as positive. At any given \( r \), there is a variation of \( \sigma_z \) along \( z \), and at a specific \( z \), the value of \( \sigma_z \) will be maximum. What is the locus of the maximum \( \sigma_z \)?
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 | - |