See Our team

Wondering how we keep quality?

Got unsolved questions?

Ask Questions

Engineering
GATE
CBSE
NCERT
Psychology
English
Computer
Constitution
Astrology
Yoga
Economics
Physics
Biology
Electronics
Microprocessor
Career
Interview
Anatomy
Botany

### New updates

Searching for :Which has greater perimeter? -a regular pentagon of 10 CM side or a rectangle with side 17 CM and 12 cmDate:2018-12-10 03:07:10Done by:Anonymous user(Visitor)Searching for :Which has greater perimeter? -a regular pentagon of 10 CM side or a rectangle with side 17 CM and 12 cmDate:2018-12-10 03:06:57Done by:Anonymous user(Visitor)

Searching for :Which has greater perimeter? -a regular pentagon of 10 CM side or a rectangle with side 17 CM and 12 cmDate:2018-12-10 03:06:38Done by:Anonymous user(Visitor)

### Similar Questions

**A pile of diameter 0.4 m is fully embedded in a clay stratum having 5 layers, each 5 m thick as shown in the figure below. Assume a constant unit weight of soil as 18 kN/m3 for all the layers. Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is ________________. - gate civil 2017**

1 Answer

**A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter 3 m and depth of embedment 1 m has been designed to support the tank. The total vertical load to be taken by the footing is 1500 kN. Assume the unit weight of water as 10 kN/m3 and the load dispersion pattern as 2V:1H. The expected settlement of the tank due to primary consolidation of the clay layer is _______________ mm. - gate civil 2017**

1 Answer

**Q39 - gate civil 2017**

1 Answer

**Net ultimate bearing capacity of a footing embedded in a clay stratum - gate civil 2017**

1 Answer

**An earth embankment is to be constructed with compacted cohesionless soil. The volume of the embankment is 5000 m3 and the target dry unit weight is 16.2 kN/m3 . Three nearby sites (see figure below) have been identified from where the required soil can be transported to the construction site. The void ratios (e) of different sites are shown in the figure. Assume the specific gravity of soil to be 2.7 for all three sites. If the cost of transportation per km is twice the cost of excavation per m3 of borrow pits, which site would you choose as the most economic solution? (Use unit weight of water = 10 kN/m3 ) - gate civil 2017**

1 Answer

**A 4 m thick layer of normally consolidated clay has an average void ratio of 1.30. Its compression index is 0.6 and coefficient of consolidation is 1 m2 /yr. - gate civil 2017**

1 Answer

**A steel strip of length, L = 200 mm is fixed at end A and rests at B on a vertical spring of stiffness, k = 2 N/mm. The steel strip is 5 mm wide and 10 mm thick. A vertical load, P = 50 N is applied at B, as shown in the figure. Considering E = 200 GPa, the force (in N) developed in the spring is __________. - gate civil 2017**

1 Answer

**A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform circular rod of diameter 10 mm as shown in the following figure. Both bars are made of same material with the modulus of elasticity, E = 2x105 MPa. When subjected to a load P = 30π kN, the deflection at point A is _______________ mm. - gate civil 2017**

1 Answer

**For steady flow of a viscous incompressible fluid through a circular pipe of constant diameter, the average velocity in the fully developed region is constant. Which one of the following statements about the average velocity in the developing region is TRUE?**

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: - gate civil 2017**

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: -gate civil 2017**

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is -gate civil 2017**

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: - gate civil 2017**

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: - gate civil 2017**

1 Answer

1 Answer

**If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is: -gate civil 2017**

1 Answer

**Two beams are connected by a linear spring as shown in the following figure. For a load P as shown in the figure, the percentage of the applied load P carried by the spring is _______________. - gate civil 2017**

1 Answer

**Give reasons: a) In places of hot climate it is advised that outer walls of the houses should not be painted with dark colours. b) wearing more layers of clothing during winter keeps us warmer than wearing just one thick piece of cloth.- NCERT CLASS 6TH CBSE science 2016**

1 Answer

**A square footing (2 m x 2 m) is subjected to an inclined point load, P as shown in the figure below. The water table is located well below the base of the footing. Considering one-way eccentricity, the net safe load carrying capacity of the footing for a factor of safety of 3.0 is _______________ kN. The following factors may be used - gate civil 2017**

1 Answer

**For an incompressible flow through a pipe of constant diameter in the fully developed region the mean velocity ios constant. What about the mean velocity in developing region?**

2 Answer

### Notes

**CE2305 FOUNDATION ENGINEERING**

**CE2033 GROUND IMPROVEMENT TECHNIQUES**

**VTU SYLLABUS 2010 BUILDING MATERIALS AND CONSTRUCTION TECHNOLOGY (COMMON TO CV/TR/CTM) [10CV32] Engineering.**

**CE2251 SOIL MECHANICS**

**Diamond chip**

**CE2308 SOIL MECHANICS LABORATORY**

**AG2211 APPLIED GEOLOGY**

**GEOTECHNICAL LABORATORY EXPERIMENTS**

**GE2152 BASIC CIVIL & MECHANICAL ENGINEERING**

**Embedded computing systems 10CS72**

## A pile of diameter 0.4 m is fully embedded in a clay stratum having 5 layers, each 5 m thick as shown in the figure below. Assume a constant unit weight of soil as 18 kN/m3 for all the layers. Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is ________________. - gate civil 2017

By:deepuckraj

Taged users:

|deepuckraj|satyashiromani|Oshal-Borkar

Likes:

Be first to like this question

Dislikes:

Be first to dislike this question

Talk about thisDelete|Like|Dislike|

## Answers

## Using -method ( = 0.15 for 25 m embedment length) and neglecting the end bearing component, the ultimate pile capacity (in kN) is

1620.0 to 1630.0satyashiromani

Likes:

|deepuckraj

Dislikes:

Be first to dislike this answer

Talk about this|Once you have earned teacher badge you can edit this questionDelete|Like|Dislike|

------------------------------------

## Can you help us to add better answer here? Please see this