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QuestionWhat is function of shear keys in designing of retaining walls? AnswerIn formative external constancy of retaining walls, failure modes similar to bearing failure, sliding and overturning are usually considered in design. In considering criterion of sliding, sliding resistance of retaining walls is derived from base friction between wall base and foundation soils. To enlarge sliding conflict of retaining walls, rather than providing a large self-weight or a large retained soil mass, shear keys are to be installed at wall base. Opinion of shear keys is as follows-
Main purpose of installation of shear keys is to enhance an extra passive resistance industrial by height of shear keys. However, active pressure industrial by shear keys increases at the very same time. Success of shear keys lies in the information that enhance of passive pressure go over increase in active pressure, resulting in an improvement of sliding conflict. On other hand, friction between wall base and foundation soils is usually about a fraction of an angle of interior resistance as in about 0.8φ where φ is an angle of inner friction of foundation soil. When a shear key is installed at base of the retaining wall, failure surface is changed from wall base or soil horizontal plane to a plane within foundation soil. Therefore, friction angle mobilized in this case is φ in its place of 0.8φ in earlier case and sliding resistance be capable of be enhanced.
Uses of Cement Cement is utilized widely for the construction of several structures. Some of them are listed below: (i) Cement slurry is utilized for filling cracks in concr
Particle Size Distribution (Gradation): The particle size distribution is determined by passing the aggregates through a set of standard IS sieves (Figure) and determining th
Question What is relation of bearing pressure on soil nail head to ratio La/Lb, where La is length of soil nail before potential slip circle as Lb is length of soil nail beyo
Q. Can you determine the Quantity of apron stone? Quantity should be sufficient to cover the scoured face down to maximum depth of scour obtained using scour factor c of 2.5 at
I want to check the grammer of report and edit it in better sentances , reduce the Plagiarism & edit the reference to havaerd style
Question 2: A software company is considering translating its program into French. Each unit of the program sells for $50 and incurs a variable cost of $10 to produce. Currently, t
pert disadvantages of software support, datacollection , interpretation of results issues
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Storm water flows at a depth of 4 ft in the natural channel as shown in the figure. The channel has a slope of 0.0l ft/ft and n = 0.025. 1. Determine the flow area:
Question Would a concrete structure be entirely free of expansion joints and contraction ? Answer Consider that concrete structure is not subject to problem of disparity settlem
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