Ask
Login
TAGGED IN

Advanced Geotechnical Engineering

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

ALL TAGS
4
votes
1
answer
12k
views
1
answer
Compare Rankine's and Coulomb's lateral earth pressure theories.
advanced geotechnical engineering updated 14 months ago by teamques10 ★ 45k
4
votes
1
answer
4.9k
views
1
answer
List out the assumptions made by Terzaghi for his bearing capacity theory.
advanced geotechnical engineering updated 13 months ago by teamques10 ★ 45k
3
votes
1
answer
3.6k
views
1
answer
A 12m long and 300mm diameter concrete pile is driven in a uniform deposit of sand.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
7
votes
1
answer
3.4k
views
1
answer
What are the conditions where a pile foundation is more suitable than a shallow foundation?
advanced geotechnical engineering updated 14 months ago by teamques10 ★ 45k
0
votes
1
answer
2.6k
views
1
answer
A square group of 9 piles was driven into soft clay extending to a large depth. The diameter and length of the piles were 300 mm and 9 m respectively.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
0
votes
1
answer
2.5k
views
1
answer
Write a brief note on the factors affecting the compaction.
advanced geotechnical engineering updated 2.7 years ago by teamques10 ★ 45k
0
votes
1
answer
2.4k
views
1
answer
A triaxial compression test on a cohesive sample cylindrical in shape yields the following effective stresses:
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
2
votes
1
answer
1.9k
views
1
answer
A square group of 16 piles penetrate through the filled up soil of 3 m depth. The pile diameter is 250 mm and pile spacing is 0.75m.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
0
votes
1
answer
1.4k
views
1
answer
A pile group of 25 piles has to be proportioned in a uniform pattern in soft clay with equal spacing in all directions.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
2
votes
1
answer
1.3k
views
1
answer
Derive the expression for Rankine's Active earth pressure for cohesive back fill.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
3
votes
1
answer
1.2k
views
1
answer
List out the assumptions made in Terzaghi's One dimensional consolidation theory.
advanced geotechnical engineering updated 13 months ago by teamques10 ★ 45k
2
votes
1
answer
971
views
1
answer
Find the time required for 50% consolidation in a soil 8m thick, if coefficient of consolidation is $1\times 10^{-4}cm^{2}/min.$
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
3
votes
1
answer
901
views
1
answer
What are the limitations of plate load test?
advanced geotechnical engineering updated 14 months ago by teamques10 ★ 45k
6
votes
1
answer
822
views
1
answer
Write the assumptions made by Coulomb in developing earth pressure theory.
advanced geotechnical engineering updated 14 months ago by teamques10 ★ 45k
0
votes
1
answer
758
views
1
answer
Differentiate between compaction and consolidation.
advanced geotechnical engineering updated 2.7 years ago by teamques10 ★ 45k
3
votes
1
answer
753
views
1
answer
Explain different types of slope failures with its reason of failure.
advanced geotechnical engineering updated 14 months ago by teamques10 ★ 45k
0
votes
1
answer
746
views
1
answer
Explain the advantages of compaction.
advanced geotechnical engineering updated 2.7 years ago by teamques10 ★ 45k
2
votes
1
answer
744
views
1
answer
In a normally consolidated clay of LL=65.65% and 5m thickness, the overburden pressure is increased from 210kN/m$^{2}$ by 120kN/m$^{2}$. Estimate the settlement that takes place.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
0
votes
1
answer
692
views
1
answer
Suggest the compaction factor for the following degree of workability.
advanced geotechnical engineering updated 8 months ago by pedsangini276 • 4.7k
3
votes
1
answer
556
views
1
answer
Describe briefly different types of joints provided in retaining wall.
advanced geotechnical engineering updated 13 months ago by teamques10 ★ 45k
0
votes
1
answer
525
views
1
answer
A 30kN drop hammer was used to drive a R.C pile. It has free fall of 2.0 m.The average penetration recorded in the last few blows is 6mm/blow.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
0
votes
1
answer
464
views
1
answer
A circular pile penetrates through a filled up soil of 3m depth. The diameter is 250mm, unit cohesion of material is C=18kN/$m^{2}$. The unit weight is 15 kN/m$^{3}$.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
0
votes
1
answer
433
views
1
answer
An undrained triaxial compression strength test was conducted on clayey silt soils and the following test results are obatined.
advanced geotechnical engineering updated 9 months ago by Chandan15 • 280
1
vote
1
answer
369
views
1
answer
What is an effective temperature?
advanced geotechnical engineering updated 13 months ago by prakhar1144 ★ 5.0k
<prev • 24 results • page 1 of 1 • next >