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A retaining wall with a vertical back 5 m high supports cohesion less backfill of unit weight of 19 kN/m3. The upper surface of the backfill rises at an angle of 10° with the horizontal from the crest of the wall. The angle of internal friction for the soil is 30°, and the angle of wall friction is 20°. Verify the total active pressure per lineal metre of the wall and mark the direction and point of application of the thrust. Use Ruthann's graphical method.
Define the Predominant factor in atmospheric corrosion? The predominant factor in atmospheric corrosion in areas located above splash zone is moisture as there is an excess ava
Define Advantages and disadvantages Black & White Fathometer? Advantages of the black & white Fathometer are: - Inexpensive - Effective Disadvantages include the follo
Factors Affecting Location Decision: Mining, quarrying and heavy manufacturing have capital intensive facilities that are costly to build and cover large area and use large q
Explain the Methods of Underwater Inspection? There are three common methods of carrying out underwater inspection of bridge elements. a) Wading inspection b) Scuba div
im newer to the courses so i would like to know about the assignment types. in this case can u please show me a sample assignment?
The liquid limit of a clay soil is 56% and its plasticity index is 15%. (a) Name the state of consistency is this material at a water content of 45% ? (b) Determine the plas
Question What is problem in traditional marine piling system of steel tubular pile with concrete infill and what are key possible remedial measures? Answer In design
Moisture-Density Relationship: Since various compactive efforts result in varying degrees of compaction, it is necessary to standardize the compactive effort. The most well-kn
how can i get the centroids of the a given curve?. is there''s a formula for?
what is barometric leveling
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