7CE7 GEOTECHNICAL ENGG. DESIGN AND LABORATORY. I                     P 3

1.  Grain size distribution by sieving.

2.  Determination of water content by Pycnometer.

3.  Determination of specific Gravity by Pycnometer.

4.  Determination of liquid limit by Casagrande’s apparatus.

5.  Determination of liquid limit by cone penetrometer.

6.  Determination of plastic limit

7.  Determination of shrinkage limit

8.  Determination of field density by core-cutter

9.  Determination of field density by sand replacement method

10.  Determination of compaction properties by standard Proctor Test Apparatus

11.  Determination of C-Ø values by Direct Shear Test Apparatus

12.  Determination of unconfined compressive strength by unconfined compression   Test

Apparatus

Design as per syllabus of theory.