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Q. Sand cone test – suitable for all soils?
Sand cone (replacement) test is generally carried out to determine the in-situ and compacted density of soils. This testing method isn't suitable for granular soils with high void ratio since they comprises large voids and openings that provide an access for sand to enter these holes during the test. Furthermore soils under testing must have sufficient cohesion so as to sustain the stability of the sides of excavation at the time of the excavation step in sand cone (replacement) test. Additionally organic or highly plastic soils are also considered not suitable for this test since they tend to deform readily at the time of the excavation of holes and they can be too soft to resist stress arising from excavation and from placing the apparatus on the soils.
Write a Survey Paper: Write between 7 to 10 pages a survey paper in one of the following topic : ( The Future of HCI. ) For the paper the font size should be 12 points
Using Laplace transfom, the following differential equation d y dy dt reduces to the algebraic equation of the form Resolve y(s) into partial fractions
A 9 metre high retaining wall retains a soil with the following properties: φ = 36°; γ = 18 kN/m 3 . What will be the enhance in horizontal thrust if the soil slopes up from the
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Based on the information provided in Figure, the difference in elevation between BM and TP 2 is most nearly: Solution: Set up a Table as shown below and insert the kno
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State the use of reinforced concrete The use of reinforced concrete may not solve all the problems. For example, a very long reinforced concrete member, which may be subjected
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