MCQOPTIONS
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MCQOPTIONS
This section includes 7 Mcqs, each offering curated multiple-choice questions to sharpen your Soil Mechanics knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
In three dimension consolidation equation, the pressure increment is ____________ |
| A. | applied instantaneously |
| B. | applied periodically |
| C. | applied intermittently |
| D. | not applied at all |
| Answer» B. applied periodically | |
| 2. |
In three dimension consolidation equation soil is assumed to be ____________ |
| A. | homogenous |
| B. | non-homogenous |
| C. | anisotropic |
| D. | heterogeneous |
| Answer» B. non-homogenous | |
| 3. |
In three dimension consolidation equation soil is assumed to be ______________ |
| A. | partially saturated |
| B. | dry |
| C. | completely saturated |
| D. | both dry and partially saturated |
| Answer» D. both dry and partially saturated | |
| 4. |
______________ also worked independently on the problem of sand drains and published his results in 1942. |
| A. | Carillo |
| B. | Skempton |
| C. | Taylor |
| D. | Rendulic |
| Answer» B. Skempton | |
| 5. |
In 1935, solved the differential equation of consolidation by radial flow to a well. |
| A. | Rendulic |
| B. | Skempton |
| C. | Taylor |
| D. | Darcy |
| Answer» B. Skempton | |
| 6. |
The theory of the primary design of sand drains based upon the extension of Terzaghi s basic work was largely developed by ___________ |
| A. | Darcy |
| B. | Skempton |
| C. | Taylor |
| D. | Barron |
| Answer» E. | |
| 7. |
The three dimensional consolidation involves _____________ |
| A. | only horizontal flow and strain |
| B. | only vertical flow and strain |
| C. | both horizontal as well as vertical flows and strains |
| D. | only radial flow and strain |
| Answer» D. only radial flow and strain | |