Compute the ultimate settlement, Civil Engineering

Assignment Help:

A 2 m wide strip footing is to be constructed in a sandy stratum of 2 m thick. The depth of the footing is 1 m below ground surface. The sand layer is underlain by lm thick clay stratum. The clay overlies a bed of dense sand. The water table is upto the top of clay stratum. The submerged unit weight of clay is 8 kN/m3 and bulk unit weight of clay is 20 kWm3. The footing is expected to carry a load intensity of 230 kN/m2. Compute the ultimate settlement. Assume void ratio at 44 kN/m2 = 1.96 and at 195 kNlm2 as 1.01.


Related Discussions:- Compute the ultimate settlement

Ecology, subdivisions of ecology

subdivisions of ecology

Calculate concrete yield in cubic feet per sack of cement, Calculate the Co...

Calculate the Concrete Yield in Cubic Feet per Sack of Cement A concrete mix design is 1: 1.9: 2.8 by weight.  The water cement ratio is 7 gallons of water per sack.  The aggre

Drawing, how to draw an elipse

how to draw an elipse

Breakwaters - harbour layout, Breakwaters: A breakwater is an artific...

Breakwaters: A breakwater is an artificial structure constructed in the sea to protect ships from the effect of waves and storms. Three types of breakwaters are common :

Surveying, closed traverse ABCDE form a regular polygon with fore bearing o...

closed traverse ABCDE form a regular polygon with fore bearing of line is 35 find the bearing of other lines

Reason in checking the ratio, Reason in checking the ratio (i.e. design flo...

Reason in checking the ratio (i.e. design flow to full-bore flow > 0.5) in circular pipe design For checking of self-cleansing velocity for pipes, there is another criterion t

Paint, Description of paint

Description of paint

Number of segments for segmental linings in tunnelling, Q. Number of segmen...

Q. Number of segments for segmental linings in tunnelling? For the construction of tunnels by segmental linings, choice of the number of segments affects the durability and cos

Characteristic strength of concrete, In addition to its own weight, the bea...

In addition to its own weight, the beam in Figure is to carry a uniformly distributed live load of 12 kN/m. Figure 1 also shows the cross-sectional details of the beam. Design a

Dam, how many types of drainage galleries and foundation treatment

how many types of drainage galleries and foundation treatment

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