Foundations in Civil EngineeringPlease enter your mail id before submitting to get the correct answers on your mail.1. Which of the following cannot be classified as a Deep foundation System? Piles Cassions Anchors Mats2. Ground improvement method shown in the photo is called Dynamic consolidation method Vibro Compaction Vacuum consolidation Compaction Grouting3. Alternative methods of Founding in Poor Grounds are Remove the bad ground and replace by good fill. Improve the ground condition by surcharging it, later removing the excess surcharge material. Improve the ground condition by vibration technique or dynamic compaction. Pile through the fill to firm soil. Use stiff rafts or the combination of raft and piles.4. Ideal way to model soil for analysis purpose is using Compression Springs Tension Springs Linear springs (Tension & Compression) All of these5. _________ are employed usually where, because of soil conditions, economic or constructional considerations, it is desirable to transmit loads to strata beyond the practicable reach of spread foundations. Pile Foundations Raft Foundations Pad and beam foundations Strip Footings6. Select all applicable Structural strength requirements of Footings Flexural Strength Shear Strength Punching Shear Strength Settlement Resistance7. Unit of Modulus of Sub-grade reaction is kN/m3 kN/m2 kN/m kN/m48. Serviceability checks in foundations include Bearing Check Floatation Check Total Settlement Differential Settlement9. In spread footing foundations, geotechnical strength is expressed as the _________ of the soil. Bearing capacity Sliding Capacity Shear capacity Flexural capacity10. Major issues faced by foundations on Clay are Differential Settlements Settlements Seasonal expansion & Contraction Low Bearing CapacityBe sure to click Submit Quiz to see your results!Please enter your mail id to get the correct answers on your mail. (We don't misuse or display your mail id to anyone) Name Email Time is Up!