Step 1: Recall purpose of each foundation type.
- (A) Spread footings: Suitable when a thin weak soil layer (like black cotton soil up to 3 m) overlies stronger soil $\Rightarrow$ II.
- (B) Friction piles: Suitable for loose sand extending to depth, where load is resisted by skin friction $\Rightarrow$ IV.
- (C) Raft foundation: Suitable for compact sand deposits extending to depth $\Rightarrow$ III.
- (D) End bearing piles: Suitable when soft clay overlies hard rock stratum $\Rightarrow$ I.
Step 2: Conclusion.
Correct match: $A \to II, \; B \to IV, \; C \to III, \; D \to I$.
Which of the following statements are true?
A. The proportioning of footing in sand is more often governed by settlement rather than by bearing capacity.
B. The pressure bulb profiles under a strip footing form as co-axially imaginable bulbs under its length.
C. Friction piles are also called as 'floating piles'.
Choose the most appropriate answer from the options given below:
A square pile of section $50 \, \text{cm} \times 50 \, \text{cm}$ and length $15 \, \text{m}$ penetrates a deposit of clay having $C = 5 \, \text{kN/m}^2$ and the adhesion factor $\alpha = 0.8$. What is the load carried by the pile through skin friction only?
A weight of $500\,$N is held on a smooth plane inclined at $30^\circ$ to the horizontal by a force $P$ acting at $30^\circ$ to the inclined plane as shown. Then the value of force $P$ is:
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is: