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

Updated ProfileDate:2019-05-26 14:12:21Done by:londondhinesSearching for :How to make a list with pictures if possible of food items eaten by people of different regions of India with pictures NTR NTR 66 book NCERT class 6th science bookDate:2019-05-26 14:03:29Done by:Anonymous user(Visitor)

Searching for :15 fill ups of class 6Date:2019-05-26 13:58:32Done 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

**The length of the pile required for the above design load with a factor of safety of 2.0 is (GATE-CIVIL-Engg-2018)**

0 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

**The width of a square footing and the diameter of a circular footing are equal. If both the footings are placed on the surface of sandy soil, the ratio of the ultimate bearing capacity of circular footing to that of square footing will be (GATE-CIVIL-Engg-2018)**

1 Answer

**Using limit state method and neglecting the self weight of base plate and steel column, the length of a side of the base plate to be provided is (GATE-CIVIL-Engg-2018)**

1 Answer

**What will be warmer to wear in winters - one thick sweater or layers of thin sweaters?(NID-2018)**

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

**A rigid smooth retaining wall of height 7 m with vertical backface retains saturated clay as backfill. The saturated unit weight and undrained cohesion of the backfill are 17.2 kN/m^3 and 20 kPa, respectively. The difference in the active lateral forces on the wall (in kN per meter length of wall, up to two decimal places), before and after the occurrence of tension cracks is ______ (GATE-CIVIL-Engg-2018)**

0 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

### 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**

Loading More post

## 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

Asked by:deepuckraj

Taged users:

deepuckrajsatyashiromaniOshal-Borkar

Likes:

Be first to like this question

Dislikes:

Be first to dislike this question

Talk about this Delete 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 1630.0Likes:

|deepuckraj

Dislikes:

Be first to dislike this answer

Talk about this Delete Like Dislike

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

Below are some of the videos from our collection.Check out our video platform here.

Lets together make the web is a better placeWe made eduladder by keeping the ideology of building a supermarket of all the educational material available under one roof. We are doing it with the help of individual contributors like you, interns and employees. So the resources you are looking for can be easily available and accessible also with the freedom of remix reuse and reshare our content under the terms of creative commons license with attribution required close.

You can also contribute to our vision of "Helping student to pass any exams"with these.Answer a question:You can answer the questions not yet answered in eduladder.How to answer a questionCareer:Work or do your internship with us.Work with usCreate a video:You can teach anything and everything each video should be less than five minutes should cover the idea less than five min.How to upload a video on eduladder