Geotechnical Engineering MCQs 10 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. What is the mass of the hammer in modified proctor test? [A] 2.5 kg [B] 3.93 kg [C] 4.89…
Geotechnical Engineering MCQs 9 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. As compaction energy increases ___. [A] Both MDD and OMC increases [B] MDD decreases and OMC increases [C] MDD…
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 ____. [A] Sands [B] Organic Soils [C]…
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 ___. [A]…
Geotechnical Engineering MCQs 6 | ESE | GATE | GPSC | CIVIL ENGINEERING COMPETITIVE EXAMS
1. The collapsible soil is associated with ____. [A] Dune sand [B] Laterite soil [C] Loess [D] Black cotton soil…
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 ____.…