1.0 OBJECTIVE To Determine the Lowest Moisture Content at Which the Soil Behaves Plastically. 2.0 LEARNING OUTCOME At the end of this experiment, students are able to: •…

1. ObjectiveStudent should be able to:Determine the liquid and plastic limit of soil samples for identification and classification of dried soil. Knowing that the determination…

1. GEOTECHNICAL ENGINEERING LAB MANUAL Department of Civil Engineering B.V. Raju Institute of Technology, Narsapur 2. LIST OF EXPERIMENTS 1. Atterberg’s Limits (LL &…

GEOTECHNICAL ENGINEERING LAB MANUAL Department of Civil Engineering B.V. Raju Institute of Technology, Narsapur LIST OF EXPERIMENTS 1. Atterberg’s Limits (LL & PL)…

FACULTY OF CIVIL & ENVIRONMENTAL ENGINEERING 1.0 OBJECTIVE To Determine the Lowest Moisture Content at Which the Soil Behaves Plastically. 2.0 LEARNING OUTCOME At the…