1. Undisturbed samples are to be taken for the following test: a- Specific gravity b- Sieve analysis c- Consolidation d- Plasticity indices II. To avoid the disturbance of sensitive soft soil, the area ratio should be: a- 14% b- ≤ 10% c- ≥ 10% d- 20% III. Open test pit is suitable up to a depth of: a- 5 m b- 6 m c- 2 m d- 3m IV. Shellby tube is of the most widely used device for: a- Drilling rock and cobbles b- Measuring effective stress c- Wash boring d- Collecting undisturbed soil samples V. If you have a 4-story heavy concrete building, the depth of boring estimated to be: a- = 16 m b- 12 m c- 8 m d- 20 m
1. Undisturbed samples are to be taken for the following test: a- Specific gravity b- Sieve analysis c- Consolidation d- Plasticity indices II. To avoid the disturbance of sensitive soft soil, the area ratio should be: a- 14% b- ≤ 10% c- ≥ 10% d- 20% III. Open test pit is suitable up to a depth of: a- 5 m b- 6 m c- 2 m d- 3m IV. Shellby tube is of the most widely used device for: a- Drilling rock and cobbles b- Measuring effective stress c- Wash boring d- Collecting undisturbed soil samples V. If you have a 4-story heavy concrete building, the depth of boring estimated to be: a- = 16 m b- 12 m c- 8 m d- 20 m
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 5.12P
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