Ask
Login
TAGGED IN

Advanced Geotechnical Engineering

Follow this tag to get notifications whenever a new post is added

ALL TAGS
3
votes
0
answers
1.2k
views
0
answers
Explain the direct and indirect method of soil investigation.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
3
votes
0
answers
2.0k
views
0
answers
Elaborate the uses of Taylor's stability number in slope stability analysis.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
3
votes
0
answers
2.3k
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 4.8 years ago by teamques10 ★ 69k
2
votes
0
answers
747
views
0
answers
Explain in detail the effect of water table on ultimate bearing capacity of shallow foundations.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
2
votes
0
answers
970
views
0
answers
For the sheet pile wall shown in figure find the depth of embedment:
advanced geotechnical engineering updated 4.8 years ago by teamques10 ★ 69k
2
votes
0
answers
825
views
0
answers
Describe pile load test for calculating allowable load of single pile as IS 2911 Part 4.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
1
vote
0
answers
2.7k
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 4.8 years ago by teamques10 ★ 69k
2
votes
0
answers
1.6k
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 3.7 years ago by teamques10 ★ 69k
2
votes
0
answers
694
views
0
answers
Explain the type of piles based on mechanism of load transfer.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
3
votes
0
answers
3.6k
views
0
answers
Explain briefly Rebhan's graphical method for finding active earth pressure.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
2
votes
0
answers
786
views
0
answers
Briefly explain different stability checks gravity retaining wall by showing minimum values of factor of safety.
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
1
vote
0
answers
1.0k
views
0
answers
A 10 m high cut has been made at an angle of 38$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 4.8 years ago by teamques10 ★ 69k
2
votes
0
answers
1.3k
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 3.7 years ago by teamques10 ★ 69k
1
vote
0
answers
862
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 4.8 years ago by teamques10 ★ 69k
2
votes
0
answers
2.0k
views
0
answers
Explain the primary consolidation by spring analogy system?
advanced geotechnical engineering updated 3.7 years ago by teamques10 ★ 69k
0
votes
0
answers
362
views
0
answers
Lateral Load Pile Calculation
advanced geotechnical engineering updated 2.9 years ago by Chandan15 • 300
0
votes
0
answers
2.2k
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 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
1.1k
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 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
991
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 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
926
views
0
answers
A cut has to be made 14m deep, inclined at an angle 45$^{\circ}$ to the horizontal.
advanced geotechnical engineering updated 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
1.0k
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 2.9 years ago by Chandan15 • 300
0
votes
0
answers
1.3k
views
0
answers
A square group of 25 piles of length 10m were embedded in stiff clay.
advanced geotechnical engineering updated 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
1.7k
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 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
881
views
0
answers
The details of a cantilever retaining wall are given as below:
advanced geotechnical engineering updated 4.8 years ago by teamques10 ★ 69k
0
votes
0
answers
791
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 4.8 years ago by teamques10 ★ 69k
<prev • 34 results • page 1 of 2 • next >