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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.
how to solve ild and rolling load problem for shear force and bending moment with the diagram.
An intersection has a total entering traffic volume of 42,000 vehicles per day. During the past three years, there have been a total of 35 reported intersection-related crashes.
Charged of stores - The following types of stores come under this category: - i. Consumable stores, such as kerosene oil, paints, varnishes, cotton waste and grease, etc, is
(i) A dry soil has a void ratio of 0.65 and its grain exact gravity is = 2.80. What is its unit weight? (ii) Water is added to the sample so that its degree of saturation is 60%
The following test results were obtained for a 100 ml wastewater sample taken at the inlet to wastewater treatment plant. The tests were performed using the standard methods. Dete
state & prove virginals principale.
Resultant Force on a Given Area of an Inclined Plane The resultant force is calculated from the average pressure: R = (AVERAGE P)(A)
Rolling - Binder: The layer thickness is 40-50 mm. Rolling is done in three stages : Initial Rolling By 80-100 kN smooth wheeled roller. Intermediate Rolling B
Define the In-depth inspections for Bridge? In-depth inspection is a detailed inspection of one or more members below the water level to detect any deficiencies not readily app
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