CE Board HGE Problem 28 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
in a Tri-axial test of cohesionless soil, the soil cylinder was subjected to a liquid pressure of 16 kPa inside the chamber. It was observed that failure of the sample in shear occurred when the axial compressive stress reached 40 kPa. The angle of internal friction in degrees is nearest to
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CE Board HGE Problem 29 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
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CE Board HGE Problem 29 (Hydraulics and Geotechnical Engineering) - CE Nov 2022
The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:
Chamber confining pressure = 250 kPa
Deviator stress at failure = 350 kPa
a. Evaluate the angle of friction of the soil sample
b. Evaluate the shear stress on the failure plane
c. Evaluate the normal stress on the plane of maximum shear
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CE Board HGE Problem 32 (Hydraulics and Geotechnical Engineering) - CE NOV 2015
For an increase of 12 kPa in the normal stress of a soil, the shear strength increased by 8 kPa. Estimate the probable angle of friction of the soil , in accordance with this criterion.
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CE Board HGE Problem 33 (Hydraulics and Geotechnical Engineering) - CE May 2015
During an unconsolidated undrained test conducted on a soil sample. The principal stress at failure was 114 kPa. Compute the Undrained Cohesion for the unconfined compression test.
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CE Board HGE Problem 34 (Hydraulics and Geotechnical Engineering) - CE NOV 2022
An unconfined compression test was conducted to a soil sample having a diameter of 50 mm. the failure load was 66 N. what is the value of the cohesion strength of the clay, in kPa
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CE Board HGE Problem 35 (Hydraulics and Geotechnical Engineering) - CE May 2022
What is the friction angle of the soil when the coefficient of passive resistance is 5 ?
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CE Board HGE Problem 36 (Hydraulics and Geotechnical Engineering) - CE MAY 2015
What is the Coefficient of Passive Resistance when the angle of internal friction is equal to 33 degrees ?
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CE Board HGE Problem 37 (Hydraulics and Geotechnical Engineering) - CE May 2017
In accordance with Rankine's theory for lateral active earth pressure on a retaining wall, with horizontal backfill. What angle of internal friction, in degrees, results in a coefficient of lateral earth pressure equal to 0.50 ?
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CE Board HGE Problem 38 (Hydraulics and Geotechnical Engineering) - CE Nov 2021
CE Board HGE Problem 38 (Hydraulics and Geotechnical Engineering) - CE Nov 2021
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00:00 - (CE NOV 2021) The velocity head at one point of a pipeline is 5 m, what would be the velocity head at the point of the pipeline if the velocity is increased by half of the original velocity?
02:13 - (CE MAY 2016) If the velocity head at one point of a pipeline is 5 m. What would be the velocity head, in meters, at the point of the pipeline if the velocity is increased by 3 times?
(CE May 2015) If the velocity head at a velocity (V1) at one point of a pipe is 5.2 m, What is the velocity head, in meters, at that point if the velocity is twice that of V1.
answer : Vh = 20.8 m
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CE Board HGE Problem 31 (Hydraulics and Geotechnical Engineering) - CE May 2015
The equation of the effective stress failure envelope for normally consolidated clay soil is τ=σ tan30 . A drained tri-axial test was conducted with the same soil at a chamber confining pressure of 300 kPa. Calculate the deviator stress at failure
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CE Board HGE Problem 21 (Hydraulics and Geotechnical Engineering) - CE NOV 2012
The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .
The Moist Unit Weight of soil is 19.04 kN/m^3
a. Specific Gravity
b. Dry Unit Weight
c. Water Content
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CE Board HGE Problem 22 (Hydraulics and Geotechnical Engineering) - CE May 2014
The total density of a sand in an embankment was found to be 1900 kg/m^3 and
the field water content was 11.5 %. In the laboratory, the density of solids was found to be 2660 kg/m^3 and the maximum and minimum void ratio are 0.62 and 0.44 respectively.
a. What is the dry density of the sand ?
b. What is the void ratio of the sand ?
c. calculate the relative density of the sand in the field.
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The total density of a sand in an embankment was found to be 1900 kg/m^3 and the field water content was 12 %. In the laboratory, the density of solids was found to be 2660 kg/m^3 and the maximum and minimum void of ratio are 0.63 and 0.44 respectively.
a. What is the dry density of the sand ?
b. What is the void ratio of the sand ?
c. calculate the relative density of the sand in the field.
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CE Board HGE Problem 23 (Hydraulics and Geotechnical Engineering) - CE NOV 2013
A soil sample has a mass of 1830 g taken from the field having a volume of 1x10^(-3) m^3 .
It has a specific gravity of 2.60 and a water content of 10 %. Values of e_max=0.62 and e_min=0.43
a. compute the dry density weight
b. compute the void ratio
c. compute the relative density
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CE Board HGE Problem 24 (Hydraulics and Geotechnical Engineering) - CE NOV 2023
The laboratory compaction test of a certain type of soil gives a maximum dry density of 1.486 g/cm^3 with an optimum moisture content of 12.5 % . The following are the results of a field unit weight determination test using sand cone method.
volume of soil excavated from the hole = 0.001337 m^3g
weight of soil from the hole when wet = 2200 g
weight of dry soil = 1890 g
a. determine the field unit weight of soil
b. what is the situ water content of soil ?
c. determine the relative compaction
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CE Board HGE Problem 25 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
Civil Engineering Licensure Board Exam Problems and Solutions.
Evaluate the plastic settlement, in meter(s), on a layer of plastic clay due to an increase of pressure caused by loads above it under the following conditions:
initial intergranular pressure = 200 kPa
increase in intergranular pressure = 120 kPa
thickness of the clay layer = 8 m.
coefficient of consolidation = 0.315
void ratio of the clay = 1.132
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CE Board HGE Problem 26 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
A clay layer 5 m. thick rests beneath a deposit of submerged sand 8 m. thick. The top of the sand is located 3 m. below the surface of a body of water. The saturated unit weight of the sand is 25 kN/m^3 , and the clay is 20 kN/m^3
a. evaluate the total vertical pressure at mid-height of the clay layer
b. evaluate the pore water pressure at mid-height of the clay layer
c. obtain the intergranular stress or effective stress at mid-height of the clay
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CE Board HGE Problem 27 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
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CE Board HGE Problem 27.1 (Hydraulics and Geotechnical Engineering) - CE April 2023
a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2 kN/m^3 for which its dry unit weight is 18.2 kN/m^3 . the saturated unit weight of the clay is 18.8 kN/m^3 . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.
a. Evaluate the effective pressure, in kPa, before lowering of the water table
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CE Board HGE Problem 27.2 (Hydraulics and Geotechnical Engineering) - CE April 2023
a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2 kN/m^3 for which its dry unit weight is 18.2 kN/m^3 . the saturated unit weight of the clay is 18.8 kN/m^3 . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.
b. Evaluate the effective pressure, in kPa, after lowering of the water table
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CE Board HGE Problem 19 (Hydraulics and Geotechnical Engineering) - CE MAY 2012
Carbon tetrachloride with a mass of 500 kg is placed in container with 0.315 m^3 in volume.
a. Weight
b. Unit Weight
c. Specific Gravity
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CE Board HGE Problem 20 (Hydraulics and Geotechnical Engineering) - CE May 2016
A soil has a dry unit weight of 15 kN/m^3 and a void ratio of 0.50
a. Specific Gravity
b. Saturated Unit Weight
c. Hydraulic Gradient at critical condition
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CE Board HGE Problem 1 (Hydraulics and Geotechnical Engineering) - CE Nov 2023
A cohesive soil sample was taken from an SPT and taken to the laboratory in a glass jar. It was found to weigh 145 grams. The sample was then placed in a container having a volume V=500 cm^3 and 420 cm^3 of water were added to fill the container. Evaluate the unit weight of the soil in kN/m^3
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CE Board HGE Problem 2 (Hydraulics and Geotechnical Engineering) - CE April 2023
A sample of soil having a water content of 30 % has a mass specific gravity of 1.91. the specific gravity of the soil grains is obtained to be 2.69.
a. Evaluate the void ratio of the soil mass.
b. Evaluate the porosity of the soil mass in percent.
c. Evaluate the degree of saturation of the soil mass in percent.
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kung nagustuhan po ninyo ang video,
or if nakatulong sa inyo itong video na toh..
paki pindutin lang po ang "LIKE" button
and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"
Maraming salamat po sa inyo mga Engineers and Future Engineers.
mabuhay po kayong lahat.
-
FB Page - https://www.facebook.com/MrComputerCiviLEngineer
Tiktok - https://www.tiktok.com/@SolUsmanJr
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Credit:
Soundtrack:
Ace Attorney Dual Destinies - Apollo Justice (I'm fine)
Ace Attorney Spirit of Justice (Credit Theme)
Avatar:
SuperME Cartoon Avatar Maker (mobile app)
Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
-
#civilengineeringlicensureexam
#solusmanjr
#ceboardexam
4
views
CE Board HGE Problem 3 (Hydraulics and Geotechnical Engineering) - CE May 2022
Given that the field unit weight of a soil sample is 1800 kg/m^3 and the unit weight of the soil properties is 2000 kg/m^3 and the moisture content of the soil is 12 %
a. Evaluate the Void Ratio
b. Evaluate its dry unit weight
c. Evaluate the degree of saturation
-
kung nagustuhan po ninyo ang video,
or if nakatulong sa inyo itong video na toh..
paki pindutin lang po ang "LIKE" button
and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"
Maraming salamat po sa inyo mga Engineers and Future Engineers.
mabuhay po kayong lahat.
-
FB Page - https://www.facebook.com/MrComputerCiviLEngineer
Tiktok - https://www.tiktok.com/@SolUsmanJr
-
Credit:
Soundtrack:
Ace Attorney Dual Destinies - Apollo Justice (I'm fine)
Ace Attorney Spirit of Justice (Credit Theme)
Avatar:
SuperME Cartoon Avatar Maker (mobile app)
Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
-
#civilengineeringlicensureexam
#solusmanjr
#ceboardexam
7
views
CE Board HGE Problem 4 (Hydraulics and Geotechnical Engineering) - CE April 2023
A saturated soil has a water content of 23 % and specific gravity of 2.67
a. Determine the saturated unit weight in kN/m^3
b. Determine the dry unit weight in kN/m^3
c. Determine the moisture unit weight when the degree of saturation becomes 70 %
-
kung nagustuhan po ninyo ang video,
or if nakatulong sa inyo itong video na toh..
paki pindutin lang po ang "LIKE" button
and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"
Maraming salamat po sa inyo mga Engineers and Future Engineers.
mabuhay po kayong lahat.
-
FB Page - https://www.facebook.com/MrComputerCiviLEngineer
Tiktok - https://www.tiktok.com/@SolUsmanJr
-
Credit:
Soundtrack:
Ace Attorney Dual Destinies - Apollo Justice (I'm fine)
Ace Attorney Spirit of Justice (Credit Theme)
Avatar:
SuperME Cartoon Avatar Maker (mobile app)
Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
-
#civilengineeringlicensureexam
#solusmanjr
#ceboardexam
5
views
CE Board HGE Problem 18 (Hydraulics and Geotechnical Engineering) - CE MAY 2015
The moist unit weight of a soil is 16.5 kN/m^3 .If it has a moisture content of 15%. Determine the mass of water, in kg/m^3 to be added to reach full saturation. Specific gravity of soil is 2.7
-
kung nagustuhan po ninyo ang video,
or if nakatulong sa inyo itong video na toh..
paki pindutin lang po ang "LIKE" button
and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"
Maraming salamat po sa inyo mga Engineers and Future Engineers.
mabuhay po kayong lahat.
-
FB Page - https://www.facebook.com/MrComputerCiviLEngineer
Tiktok - https://www.tiktok.com/@SolUsmanJr
-
Credit:
Soundtrack:
Ace Attorney Dual Destinies - Apollo Justice (I'm fine)
Ace Attorney Spirit of Justice (Credit Theme)
Avatar:
SuperME Cartoon Avatar Maker (mobile app)
Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
-
#civilengineeringlicensureexam
#solusmanjr
#ceboardexam
5
views