An unconfined compression strength test was conducted on a cohesive soil. The test specimen failed at an axial stress of 76 kPa. The undrained cohesion (in kPa, in integer) of the soil is
Step 1: Recall the relation in an Unconfined Compression Test (UCT).
For a cohesive soil, the unconfined compressive strength ($q_u$) is related to the undrained cohesion ($c_u$) as:
\[
q_u = 2c_u
\]
Step 2: Substitute the given value.
The failure axial stress is the unconfined compressive strength:
\[
q_u = 76 \, \text{kPa}
\]
Hence,
\[
c_u = \frac{q_u}{2} = \frac{76}{2} = 38 \, \text{kPa}.
\]
Step 3: Conclusion.
The undrained cohesion of the soil is:
\[
\boxed{38 \, \text{kPa}}
\]

A drained direct shear test was carried out on a sandy soil. Under a normal stress of 50 kPa, the test specimen failed at a shear stress of 35 kPa. The angle of internal friction of the sample is degree (round off to the nearest integer).
| 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 | - |