Secure deal
Instant delivery
Product description
Is the development of seizure. On the edge of the cut slope is planned to place the zone of storage of materials and equipment. With the aim of preventing the collapse of soil mass is necessary to calculate the profile rovnoselmash slope by the method of N. N. Maslova: a) free of additional additional load of the berm; b) when loaded berm (po > 0).
The original data.
Recess depth h=10 m.
The mass density of the soil γ=1.75 t/m2;
Specific adhesion of soil to = 55кПа;
The angle of internal friction of soil =15град.;
Type of soil – clay;
The pressure on the berm r0=of 8.91 kPa.
The original data.
Recess depth h=10 m.
The mass density of the soil γ=1.75 t/m2;
Specific adhesion of soil to = 55кПа;
The angle of internal friction of soil =15град.;
Type of soil – clay;
The pressure on the berm r0=of 8.91 kPa.
Main features
- Content type File
- Content description 143 kB
- Added to the site 05.09.2017
Additional information
The solution of the problem is followed by an explanation and a breakdown of the formulas. After payment you will be able to get a file made in word. Perhaps the solution of this problem according to your requirements.
Reviews
No reviews yet
0 000 X
There are no such quantities in stock
By clicking the button, you agree to
terms for buyers
Tasks for BZD 2-1
0 000 X
Secure deal
Instant delivery