civil-engineering-soil-mechanics-and-foundation-engineering Related Question Answers

1. The lateral earth pressure on a retaining wall






2. The internal molecular attraction of a soil, the cohesion





3. The quantity of seepage of water through soils is proportional to





4. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as





5. The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known





6. Minimum size of the particles of silt soil, is






7. The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is





8. Rewrite as directed: Find out the correct sentence.?





9. Which disease is called ‘christmas disease’?





10. Under-reamed piles are generally





11. Pick up the clay soil group which does not swell when wet from the following :





12. Factor of safety against sliding of a slope, is the ratio of





13. The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known





14. A compacted soil sample using 10% moisture content has a weight of 200 g and mass unit weight of 2.0 g/cm3. If the specific gravity of soil particles and water are 2.7 and 1.0, the degree of saturation of the soil is





15. A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is





16. The two basic values of a constitutional government are?





17. According to Coulomb's wedge theory, the active earth pressure slides the wedge





18. Fill in the blanks with suitable words: In spite of very tight security , the prisoner ......... from the jail .?





19. The effective size of particles of soil is denoted by





20. Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is





21. The coefficient of compressibility of soil, is the ratio of





22. If the failure of a finite slope occurs through the toe, it is known as





23. Rankine's theory of active earth pressure assumes






24. The water content of soil is defined as the ratio of





25. Accurate determination of water content, is made by





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