What is the area of cut in square metre? what is the average cut in metres? what is the volume of cut in cubic metres? what is the area of the fill in metre square? what is the average fill? what is volume of full in cubic metres? QUESTION 3. Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 0.8 C 1 2

What is the area of cut in square metre? what is the average cut in metres? what is the volume of cut in cubic metres? what is the area of the fill in metre square? what is the average fill? what is volume of full in cubic metres? QUESTION 3. Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 0.8 C 1 2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please show complete detailed solution. P=53
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4.- A retaining wall with a vertical back is 8 m high. The volumetric weight of the 3 m fill surfaces is y = 1.75 ton/m3 and the angle of resistance is $ = 30°; for the 5m remaining fill the values are y = 1.85 ton/m3 and angle of internal friction = 35°. Also there is an overload on the horizontal surface of the landfill equivalent to 1.2 ton/m2, Evenly distributed. Find the magnitude and point of application of the thrust per meter of Wall. A) If the fill is well drained B) If the fill becomes saturated after a storm (assume for this case that the weights saturated values of the two strata are 1.9 and 2.0 ton/m3 respectively) q= 1.2 ton/m2 ↓↓↓↓ Y = 1.75 ton/m3 $ = 30° Y $ = 35° 1.85 ton/m3 H1 = 3.0 m H2 = 5.0 m
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SUBJECT: HYDRAULICSDO NOT ROUND OFF IF IT IS NOT THE FINAL ANSWER. BOX THE FINAL ANSWER AND IT MUST BE 3 DECIMALS SHOW DETAILED AND COMPLETE SOLUTIONS
An excavation is rapidly made on site as depicted in the Figure below. The soil wedge above the critical slip surface is divided into thirteen slices. Based on the ordinary method of slices, calculate the ratio (R/S) between the Resisting Force (R) and the Driving Force (S) for slice #3, shortly after the excavation is completed. (Acceptable tolerance = 4%). The geometry of slice #3 and the soil properties are provided in the tables below. The height of water at the middle of the slice is hw = 3.0 m. Note that the total weight of the slice is equal to the weight of the saturated soil below the water table plus the weight of the moist soil above the water table. Hint: the weight of slice #3 is 495 kN
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What is the confined aquifer?
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what is the difference between confined and unconfined aquifer?