Earth work in high embankments, Civil Engineering

Assignment Help:

Q. Earth work in high embankments?

(a) Borrow pits must not be dug close to telegraph poles, electric poles, level crossings, bridges a culverts, or within 800 meters of the boundary.

(b) Borrow pits must be laid out as the Engineer directions. The pits must be rectangular. The sides of borrow pits next to the toe of bank must be sloped at one to two and else where at 1 to 1.

(c ) Where the ground is low end swampy, the outer or most distant half of the borrow pits is to be excavated first.

(d) In banks over 3 metres high, the outer halves only of the borrow pits are to be marked out.


Related Discussions:- Earth work in high embankments

Explain flow measurement with weirs, Explain Flow Measurement with Weirs ...

Explain Flow Measurement with Weirs Fixed plates positioned vertically in an open channel over which flow is directed through an opening. The opening linear distance is termed

Define the term - cracking load and proof stress, Define the term - Crackin...

Define the term - Cracking Load and Proof Stress Cracking Load The load on the structural member at the time of the initiation of first visible crack in concrete is know

Premix, how we can do good premix

how we can do good premix

Show the probable type of clay mineral, The liquid limit and plastic limit ...

The liquid limit and plastic limit of clay are 100% and 25%, respectively. From a hydrometer analysis it has been found that the clay soil having of 50% of particles smaller than 0

Construction equipments, what is preventive maintenance and state its advan...

what is preventive maintenance and state its advantages

Foundation, Explain briefly shallow foundation?

Explain briefly shallow foundation?

SHEARING STRESS IN CIRCULAR SECTION, SHEAR STRESS DISTRIBUTION INTO CIRCULA...

SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION

Measure the cohesion of internal friction of the soil, A cylindrical specim...

A cylindrical specimen of a saturated soil fails under an axial stress 150 kN/m 2 in an unconfined compression test. The failure plane makes an angle of 52° with the horizontal.

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd