Step 1: Understanding creep in concrete.
Creep is the gradual increase in strain (deformation) of a material over time when subjected to constant stress. In concrete, creep refers to the increase in strain that occurs when concrete is under a compressive load and the stress remains constant.
Step 2: Analyzing the options.
- (A) Correct. Creep is defined as an increase in strain under constant stress. As the material is subjected to continuous load over time, it deforms more, even though the stress does not increase.
- (B) Incorrect. Stress would not increase under constant strain. Creep refers to strain, not stress.
- (C) Incorrect. Creep is characterized by an increase in strain, not a decrease.
- (D) Incorrect. Creep refers to strain, and stress does not decrease under constant strain.
Thus, the correct answer is (A).
\[
\boxed{\text{Creep of concrete is the increase in strain under constant stress.}}
\]
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).
The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?