Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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What are loess soils, and what is the potential danger of loss of stability in loess deposits?
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- What is meant by the shear strength of soils? O A. Shear strength of a soil is its internal resistance to deformations. B. Shear strength of a soil is its iexternal resistance to shearing stresses. O C. Shear strength of a soil is its internal resistance to shearing strains. O D. Shear strength of a soil is its internal resistance to shearing stresses. QUESTION 14 Some soils show a peak shear strength? O A. These soils are generally firm (e.g. normally consolidated clays) and the confining stresses are large enough to suppress O B. These soils are generally dense and are large enough to O C. These soils are generally dense (e.g. dense sands and overconsolidated clays) and the confining stresses are not large enough to suppress dilation. O D. These soils are generally LOOSE (e g. loose sands and underconsolidated clays) and the confining stresses are large enough to suppress dilation. suppress dilation. dilation.arrow_forwardIn a reclamation project, the middle of a clay layer is under an initial effective vertical stress of 200 kPa and initial void The clay is ratio (eo) of 0.90. overconsolidated with OCR of 1.4, compression index of 0.34 and expansion index of 0.07. With an applied load of 299 kPa, what will be the final void ratio (e1) for the clay?arrow_forwardDescribe about the normally consolidated deposit.arrow_forward
- Why does the smooth-drum rollers are not well suited for compacting earth fill?arrow_forwardTo determine whether the surface zone of the natural soil is adequate for supporting the compacted fill, the area can be “proofrolled.” Explain what is Proofrolling?arrow_forwardWhy might the permeability in fine-grained soil deposits be expected to be greater for horizontal flow than for vertical flow?arrow_forward
- How does the understanding of the shearing strength of cohesive and cohesionless soils can be obtained by reference to the results from triaxial or direct shear tests?arrow_forwardA compressible, normally consolidated clay layer is 7 ft thick and the slope of its field consolidation line is 0.27. If the initial void ratio is 0.09 and the effective overburden pressure is 2.7 tons/ft^2, what is the primary consolidation at midheight of the clay layer if the additional pressure from the building is 2.6 tons/ft^2? Give an answer in inches to 3 decimal places. Type your answer...arrow_forwardWhy does the Sandy soils in the relatively loose condition will suffer liquefaction easier than a more dense deposit?arrow_forward
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