4. Determine the volume of excavation from the area shown on the layout below. Eachelevation point shows the "cut" measurement of soil to be removed. The vertical andhorizontal measurement between each elevation is 50 feet.4.26.23.45.03.72.25.31.54.44.36.20.8

Answered: Image /qna-images/answer/86a4f9aa-8917-483f-bd17-2b48e672008c.jpg

Answered: 4. Determine the volume of excavation…

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter13: Slope Stability

Section: Chapter Questions

Problem 13.13P

See similar textbooks

Similar questions

A3) Answer the given situations a) the cross-section notes shown below are for a ground excavation for a 10m wide roadway. What is the cross-sectional area in sq. m? 8.2L/+2.15 0/+3.5 13.65/+5.80 b) from the given cross-section notes of an earthwork having an area of 33.1 m2, compute the value of x if it has a side slope 2:1. width of the roadway is 10m.
SOLVE THE PROBLEM a,b,c parts GIVEN IN IMAGE IN TYPED FORM NOT WRITTEN FORM PLEASE.
Thanks
Thank you advance
I need the answer quickly
!!!
Fast ???
Within few minutes
A site consists of a 12 m thick saturated clay deposit underlain by bedrock. The clay has ?=20.0?N/?3and ??=40?N/?2 . If an excavation is to be made at a slope angle ?=25° to a depth of 10.0 m, what would be the factor of safety FSs? What type of failure circle would you expect? (Please open the image in a new tab if need be, Thank you)
A 40m x 50m borrow pit is to be divided by four equal rectangular section. The following are the elevation of the corners of each rectangular section. Find the volume of the earth to be excavated if the ground surface is to be leveled to elevation zero (0). A = 2.3m D = 3.0m C = 2.8m F = 1.8m | = 2.8m B = 3.0m E = 1.8m H = 3.5m %3D %3D G = 2.8m -20m -20m A B D E F G H 25m- 25m-
I need the answer as soon as possible
The figure below shows a proposed site where an excavation will be made. The 12 ft layer of sand will be removed, so that the top of the 30 ft normally consolidated clay layer will be exposed (Assume that changes in GWT do not affect γt of clay). a. Assume that the water-table location remains the same during excavation. Compute the σ, σ′v, and u values at the middle of the clay layer before and after the excavation b. Assuming 1-D conditions, compute how much the clay layer will deform due to this excavation, in inches. Specify whether this is settlement or heave

SEE MORE QUESTIONS

Recommended textbooks for you

Fundamentals of Geotechnical Engineering (MindTap…

Civil Engineering

ISBN:

9781305635180

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning