advanced geotechnical engineering Posts

Read
Write

3

votes

0

answers

1.1k

views

0

answers

Explain the direct and indirect method of soil investigation.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

3

votes

0

answers

1.9k

views

0

answers

Elaborate the uses of Taylor's stability number in slope stability analysis.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

3

votes

0

answers

2.1k

views

0

answers

A 5 m deep canal has side slope of 1:1. The properties of soil are c = 20 kN/m$^{2}$, $\phi_{u}=10^{\circ}$, e=0.8 and G=2.8.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

2

votes

0

answers

618

views

0

answers

Explain in detail the effect of water table on ultimate bearing capacity of shallow foundations.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

2

votes

0

answers

840

views

0

answers

For the sheet pile wall shown in figure find the depth of embedment:

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

2

votes

0

answers

713

views

0

answers

Describe pile load test for calculating allowable load of single pile as IS 2911 Part 4.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

1

vote

0

answers

2.5k

views

0

answers

A Retaining wall 6m height retains sand with $\phi=30^{\circ}$ and unit weight of 24 kN/m$^{3}$ up to a depth of 3m from top.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

2

votes

0

answers

1.5k

views

0

answers

Describe briefly Culmann's graphical method for determining total active earth pressure also draw the change in Culmann's curve when there is a line load acting on backfill.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

2

votes

0

answers

582

views

0

answers

Explain the type of piles based on mechanism of load transfer.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

3

votes

0

answers

3.5k

views

0

answers

Explain briefly Rebhan's graphical method for finding active earth pressure.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

2

votes

0

answers

703

views

0

answers

Briefly explain different stability checks gravity retaining wall by showing minimum values of factor of safety.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

1

vote

0

answers

916

views

0

answers

A 10 m high cut has been made at an angle of 38$^{\circ}$ to the horizontal.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

2

votes

0

answers

1.1k

views

0

answers

A cut has to be made 12m deep, inclined at an angle of 35$^{\circ}$ to the horizontal.

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

1

vote

0

answers

762

views

0

answers

Given the following data from a consolidated undrained test with pure water pressure measurement determine the total and effective stress parameters.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

2

votes

0

answers

1.9k

views

0

answers

Explain the primary consolidation by spring analogy system?

advanced geotechnical engineering updated 3.1 years ago by teamques10 ★ 66k

0

votes

0

answers

247

views

0

answers

Lateral Load Pile Calculation

advanced geotechnical engineering updated 2.2 years ago by Chandan15 • 300

0

votes

0

answers

1.8k

views

0

answers

A chimney with a rigid base 2.5 m square footing is placed at a depth of 1.2 m below the ground level.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

948

views

0

answers

A strip footing is to be designed for a given total load of 250 kN per m. Determine the width of strip footing by taking a factor of safety of 3 and use Terzaghi' bearing capacity equation.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

811

views

0

answers

Calculate the ultimate bearing capacity of a rectangular footing 1.8m X 3.6m in plan founded at a depth of 1.6 m below ground level.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

816

views

0

answers

A cut has to be made 14m deep, inclined at an angle 45$^{\circ}$ to the horizontal.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

884

views

0

answers

A pile of 450 mm diameter and 10.5m length is driven in a deposit having deposit having C=0, $\phi=30^{\circ}$, $\gamma=16.5kN/m^{3}$ and $\gamma_{sat}=18.5kN/m^{3}$.

advanced geotechnical engineering updated 2.3 years ago by Chandan15 • 300

0

votes

0

answers

1.1k

views

0

answers

A square group of 25 piles of length 10m were embedded in stiff clay.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

1.5k

views

0

answers

A retaining wall, 3m high supports a dry cohesionless backfill with a plane ground surface sloping upwards at a surcharge angle of 10$^{\circ}$ from top of the wall.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

747

views

0

answers

The details of a cantilever retaining wall are given as below:

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

0

votes

0

answers

675

views

0

answers

A retaining wall 5 m high, retains a soil with C=24kN/m$^{2}$, $\phi=28^{\circ}$, $\gamma=19 kN/m^{3}$ with horizontal surface level with the top of wall.

advanced geotechnical engineering updated 4.2 years ago by teamques10 ★ 66k

<prev • 34 results • page 1 of 2 • next >