Geotechnical Engineering MCQs 10 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. What is the mass of the hammer in modified proctor test? 2.5 kg 3.93 kg 4.89 kg 6.1 kg…
Geotechnical Engineering MCQs 9 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. As compaction energy increases ___. Both MDD and OMC increases MDD decreases and OMC increases MDD increases and OMC…
Geotechnical Engineering MCQs 8 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. The soils which plot above the A-line in the plasticity chart are ____. Sands Organic Soils Silts Clays Answer:…
Geotechnical Engineering MCQs 7 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. When the plastic limit is equal to or greater than the liquid limit, then plasticity index is ___. Negative…
Geotechnical Engineering MCQs 6 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. The collapsible soil is associated with ____. Dune sand Laterite soil Loess Black cotton soil Answer: Option C 2.…
Geotechnical Engineering MCQs 5 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. The property of the soil mass which permits the seepage of water through its interconnecting voids, is called ____.…