GATE Civil Engineering
Ask us anything
Toggle navigation
GATE Civil Q&A
Email or Username
Password
Remember
Login
Register

I forgot my password
Activity
Questions
Tags
Subjects
Users
Ask
Blogs
New Blog
Exams
Recent questions tagged watertable
0
votes
0
answers
1
GATE2020CE135
The soil profile at a site up to a depth of $10\:m$ is shown in the figure ( not drawn to the scale). The soil is preloaded with a uniform surcharge (q) of $70\:kN/m^2$ at the ground level. The water table is at a depth of $3\:m$ below ground level. The soil unit weight ... $kPa$) at points $P$ and $Q$, respectively, are $124$ and $204$ $36$ and $ 90$ $36$ and $126$ $54$ and $95$
asked
Feb 28, 2020
in
Foundation Engineering
by
jothee
(
2.7k
points)
gate2020ce1
foundationengineering
geotechnicalengineering
watertable
0
votes
0
answers
2
GATE2020CE150
In a homogenous unconfined aquifer of area $3.00\:km^2$, the water table was at an elevation of $102.00\:m$. After a natural recharge of volume $0.90$ million cubic meter $(Mm^3)$, the water table rose to $103.20\:m$. After this recharge,ground ... $Mm^3$ and round off to two decimal places), is ______.
asked
Feb 28, 2020
in
Foundation Engineering
by
jothee
(
2.7k
points)
gate2020ce1
watertable
foundationengineering
geotechnicalengineering
numericalanswers
0
votes
0
answers
3
GATE2016215
Water table of an aquifer drops by $100$ cm over an area of $1000 \: km^2$. The porosity and specific retention of the aquifer material are $25 \%$ and $5\%$ respectively. The amount of water (expressed in $km^3$) drained out from the area is ________
asked
Mar 28, 2018
in
Foundation Engineering
by
Milicevic3306
(
11.9k
points)
gate2016ce2
numericalanswers
foundationengineering
geotechnicalengineering
watertable
0
votes
0
answers
4
GATE2017 CE1: 46
It is proposed to drive Hpiles up to a depth of $7$ m at a construction site. The average surface area of the Hpile is $3 \: m^2$ ... . The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is _____________
asked
Mar 26, 2018
in
Geotechnical Engineering
by
Milicevic3306
(
11.9k
points)
gate2017ce1
numericalanswers
geotechnicalengineering
foundationengineering
watertable
piles
0
votes
0
answers
5
GATE2017 CE1: 47
The infinite sand slope shown in the figure is on the verge of sliding failure. The ground water table coincides with the ground surface. Unit weight of water $\gamma_w = 9.81 \: kN/m^3$. The value of the effective angle of internal friction (in degrees, up to one decimal place) of the sand is ________.
asked
Mar 26, 2018
in
Foundation Engineering
by
Milicevic3306
(
11.9k
points)
gate2017ce1
numericalanswers
foundationengineering
geotechnicalengineering
watertable
To see more, click for the
full list of questions
or
popular tags
.
Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users
Jan 2021
1,042
questions
95
answers
26
comments
44,194
users