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NCEES - PE Civil Engineering: Geotechnical Practice Test

NCEES-PE-Civil-Geotechnical exam Format | Course Contents | Course Outline | exam Syllabus | exam Objectives

- Identification- validation- and interpretation of site data and proposed site development data
- aerial photography
- geologic
- topographic maps
- GIS
- geotechnical data
- as-built plans
- planning studies
- reports

- Subsurface exploration planning
- Exploration techniques
- hollow stem auger
- cased boring
- mud rotary
- air rotary
- rock coring
- sonic drilling
- Cone Penetrometer Test
- geophysics
- test pits

- Sampling techniques
- split-barrel sampling
- thin-walled tube sampling
- handling
- storage

- In situ testing
- standard penetration testing
- cone penetration testing
- pressure meter testing
- pore pressure dissipation testing
- dilatometer testing
- dynamic cone penetration
- plate load testing
- field vane shear

- Description and classification of soils
- Burmeister
- Unified Soil Classification System
- AASHTO
- USDA
- visual/manual

- Rock classification and characterization
- recovery
- rock quality designation
- rock mass rating systems
- weathering
- discontinuity

- Groundwater exploration- sampling- and characterization
- Soil Mechanics- Laboratory Testing- and Analysis
- Soil phase relationship and index property
- Chemical
- electrical
- thermal properties
- non-HAZMAT

- Stress in soil mass
- total
- effective
- Stress/strain- strength
- Permeability
- falling head test
- constant head test
- grain-size correlations

- Construction Observation- Monitoring- and Quality Assurance/Quality Control and Safety
- Earthwork
- excavation
- subgrade preparation
- lab and field compaction
- borrow studies
- fill placement

- Trench and construction safety
- Geotechnical instrumentation
- inclinometer
- settlement plates
- piezometer
- vibration monitoring

- Temporary and permanent soil erosion and scour protection measures
- Earthquake Engineering and Dynamic Loads
- Seismic site characterization
- Seismic analyses and design
- liquefaction
- pseudo static
- earthquake loads

- Earth Structures- Ground Improvement- and Pavement
- Ground improvement
- grouting
- soil mixing
- preconsolidation/wick drains
- lightweight materials
- lime/cement stabilization
- rigid inclusions
- aggregate piers

- Geosynthetic applications
- separation
- strength
- filtration
- drainage
- reinforced soil slopes
- internal stability of MSE

- Slope stability evaluation and slope stabilization
- Embankments- earth dams- and levees
- stress
- settlement
- Landfills and caps
- interface stability
- settlements
- lining systems

- Pavement and slab-on-grade design
- rigid
- flexible
- porous
- unpaved

- Utility design and construction
- Groundwater and Seepage
- Dewatering- seepage analysis- groundwater flow- and impact on nearby structures
- Drainage design/infiltration and seepage control
- Problematic Soil and Rock Conditions
- Karst- collapsible- expansive- peat- organic- and sensitive soils

- Reactive/corrosive soils
- identification
- protective measures
- Frost susceptibility
- Rock slopes and rockfalls

- Retaining Structures (ASD or LRFD)
- Lateral earth pressure and load distribution
- Rigid retaining wall analysis
- CIP
- gravity
- external stability of MSE
- soil nail
- crib
- bin

- Cantilevered- anchored- and braced retaining wall analysis
- soldier pile and lagging
- sheet pile
- secant pile
- tangent pile
- diaphragm walls
- temporary support of excavation
- beams and column elements

- Cofferdams
- Underpinning methods and effects on adjacent infrastructure
- Ground anchors
- tie-backs
- soil nails
- rock anchors
- design and quality control

- Shallow Foundations (ASD or LRFD)
- Bearing capacity
- Settlement- including induced stress distribution
- Deep Foundations (ASD or LRFD)

- Geotechnical and structural capacity and settlement of deep foundations
- driven pile
- drilled shaft
- micropile
- helical screw piles
- auger cast
- piles
- beam/column

- Lateral capacity and deformation of deep foundations
- Installation methods
- Static and dynamic load testing
- Integrity testing methods

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NCEES-PE-Civil-Geotechnical PDF demo MCQs

NCEES-PE-Civil-Geotechnical demo MCQs

NCEES PE Civil: Geotechnical MCQs
NCEES PE Civil: Geotechnical TestPrep
NCEES PE Civil: Geotechnical Study Guide
NCEES PE Civil: Geotechnical Practice Test
NCEES PE Civil: Geotechnical exam Questions
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NCEES
NCEES PE Civil: Geotechnical
NCEES - PE Civil Engineering - Geotechnical 2024
https://killexams.com/pass4sure/exam-detail/NCEES-PE-Civil-Geotechnical
Question 1:
A geotechnical engineer is conducting a groundwater
exploration program using a combination of piezometers and
observation wells. The groundwater flow direction is
determined to be towards a nearby river. If the hydraulic
gradient is measured at 0.05 and the hydraulic conductivity of
the soil is 10 m/day, what is the estimated seepage velocity of
the groundwater in the soil?
A. 0.5 m/day
B. 2 m/day
C. 5 m/day
D. 10 m/day
Answer: A
Explanation: The seepage velocity (v) can be calculated using
Darcy's law: v = K � i, where K is the hydraulic conductivity
and i is the hydraulic gradient. Thus, v = 10 m/day �
0.05 = 0.5 m/day.
Question 2:
During a site investigation, a soil demo is retrieved from a
depth of 10 m below ground level. The soil is classified as silty
sand (SM) based on the Unified Soil Classification System
(USCS). If the demo has a moisture content of 12%, what is
the specific gravity of the solids if the dry density of the soil is
18 kN/m�?
A. 1.65
B. 1.70
C. 1.75
D. 1.80
Answer: D
Explanation: The specific gravity (G) can be calculated using
the formula G = ? d , where ? is the dry density, and ? is the
? w d w
unit weight of water (approximately 9.81 kN/m�). Thus, G =
18 kN/m 3 � 1.83.
9.81 kN/m 3
Question 3:
A laboratory consolidation test is performed on a clay sample,
and the results indicate an initial void ratio of 1.2. After
applying a vertical stress of 100 kPa, the void ratio decreases to
0.9. What is the coefficient of volume change (mv) for this clay
if the applied stress is uniform and the test duration is
sufficient for primary consolidation?
A. 0.003
B. 0.02
C. 0.03
D. 0.05
Answer: A
Explanation: The coefficient of volume change can be
calculated using the formula m = e -e , where e is the initial
0
0
v
?s
void ratio, e is the final void ratio, and ?s is the change in
stress. Thus, m = 1.2-0.9 = 0.003.
v
100
Question 4:
A site has been found to have contaminated soil containing
heavy metals. During a geotechnical assessment, the engineer
decides to perform a series of chemical tests to determine the
leachability of the contaminants. Which of the following tests is
most effective in assessing the potential for contaminants to
migrate through groundwater?
A. pH test
B. Toxicity Characteristic Leaching Procedure (TCLP)
C. Standard Proctor Test
D. Atterberg Limits Test
Answer: B
Explanation: The Toxicity Characteristic Leaching Procedure
(TCLP) is designed specifically to evaluate the leachability of
contaminants from soil into groundwater, making it the most
relevant test for this scenario.
Question 5:
A geotechnical engineer is evaluating the electrical resistivity of
a clay soil to assess its suitability for a buried pipeline
installation. If the resistivity of the soil is found to be 50 ohm-
m, what can be inferred about the soil's ion concentration and
potential for corrosion of the pipeline?
A. High ion concentration, low corrosion potential
B. Low ion concentration, high corrosion potential
C. High ion concentration, high corrosion potential
D. Low ion concentration, low corrosion potential
Answer: C
Explanation: A low electrical resistivity value (50 ohm-m)
indicates a high concentration of ions in the soil, which can
lead to increased corrosion potential for buried pipelines.
Question 6:
In a thermal conductivity test on a saturated sand sample, the
thermal conductivity is measured at 1.5 W/m�K. If the
temperature gradient across the demo is 10 K over a
thickness of 0.5 m, what is the heat flux through the sample?
A. 10 W/m�
B. 15 W/m�
C. 20 W/m�
D. 30 W/m�
Answer: D
Explanation: The heat flux (q) can be calculated using Fourier's
law: q = k � ?T , where k is thermal conductivity, ?T is the
L
temperature difference, and L is the thickness. Thus, q =
2
1.5 � 10 = 30 W/m .
0.5
Question 7:
During a laboratory test, a soil demo exhibits a plasticity index
of 18 and a liquid limit of 40. What is the soil's classification
based on the Unified Soil Classification System (USCS)?
A. CL
B. CH
C. ML
D. MH
Answer: A
Explanation: Based on the plasticity index (PI) and liquid limit
(LL), the soil is classified as CL (Clay of Low Plasticity) since it
falls within the range for clay with a liquid limit greater than 20
and a plasticity index less than 25.
Question 8:
A geotechnical investigation reveals that a site contains a layer
of compacted fill overlying soft clay. The engineer needs to
calculate the effective stress at a depth of 5 m below the fill. If
the fill has a unit weight of 18 kN/m� and the water table is at 2
m depth, what is the effective stress at the 5 m depth?
A. 2.30 kPa
B. 5.0 kPa
C. 60.5 kPa
D. 14.0 kPa
Answer: C
'
Explanation: The effective stress (s ) can be calculated as
'
s = s - u, where s is total stress and u is pore water
pressure. Total stress at 5 m is 18 � 5 = 90 kPa, and pore
water pressure at 3 m (5 m - 2 m) is 9.81 � 3 = 29.43 kPa.
'
Thus, s = 90 - 29.43 = 60.57 kPa.
Question 9:
In performing a consolidation test, a soil specimen is subjected
to a series of loading increments. If the final void ratio after
consolidation is 0.5 and the initial void ratio was 1.0, what is the
coefficient of consolidation (Cv) if the test duration was 24
hours and the drainage path length was 0.1 m?
A. 0.01 m�/yr
B. 0.1 m�/yr
C. 0.5 m�/yr
D. 1.0 m�/yr
Answer: C
Explanation: The coefficient of consolidation can be estimated
using C = t�d 2 , where t is time in seconds, d is drainage path
v
H
length, and H is the change in void ratio. Thus, converting 24
2
hours to seconds and substituting gives C � 0.5 m /yr.
v
Question 10:
A soil demo has a moisture content of 15% and a specific
gravity of solids of 2.68. If the sample's bulk density is
measured at 19 kN/m�, what is the degree of saturation of the
soil?
A. 30%
B. 40%
C. 50%
D. 60%
Answer: B
Explanation: The degree of saturation (S) can be calculated
using the equation S = w�G , where w is moisture content, G
? w
is specific gravity, and ? is the unit weight of water. Thus,
w
S = 0.15�2.68 � 0.41 or 41%.
9.81
Question 11:
A geotechnical engineer is evaluating the thermal response of
a subsurface environment due to a newly proposed geothermal
heating system. If the ground temperature at a depth of 5 m is
measured at 15�C and the rate of increase is 2�C per 100 m
depth, what would be the expected ground temperature at 20
m depth?
A. 17�C
B. 19�C
C. 20�C
D. 22�C
Answer: B
Explanation: The expected ground temperature can be
d
calculated as T = T + ( 100 � rate of increase), where T 0
0
is the temperature at 5 m, d is the depth (15 m additional), and
the rate of increase is 2�C per 100 m. Thus, T = 15 +
(15/100 � 2) = 19�C.
Question 12:
A soil layer is identified as a well-graded gravel (GW) with a
high degree of angularity. How would this angularity affect the
soil's shear strength parameters compared to a rounded gravel
of the same grading?
A. Higher cohesion and lower friction angle
B. Lower cohesion and higher friction angle
C. Higher cohesion and higher friction angle
D. Lower cohesion and lower friction angle
Answer: C
Explanation: Angular particles have interlocking characteristics
that increase both cohesion and friction angle, leading to
improved shear strength compared to rounded particles.
THIS IS demo FILE, FULL VERSION CONTAINS COMPLETE SET OF QUESTIONS
Question: 1088
While utilizing the split-barrel sampling method, an engineer
notices that the demo retrieved is excessively compacted.
What could be a likely cause of this phenomenon?
A. Insufficient hammer weight
B. Incorrect borehole size
C. Poor soil cohesion
D. Excessive drilling speed
Answer: D
Explanation: Excessive drilling speed can lead to over-
compaction of the soil demo during the split-barrel sampling
process. This can alter the sample's characteristics and affect
the interpretation of results.
Question: 1089
What is the primary advantage of using helical screw piles in
areas with limited access and where noise pollution must be
minimized during installation?
A. Their ability to transfer load immediately
B. The low noise and vibration levels during installation
C. The speed of installation
D. Their environmental footprint
Answer: B
Explanation: Helical screw piles are installed with minimal noise
and vibration, making them ideal for locations where access is
constrained and noise pollution is a concern, while also
providing immediate load capacity.
Question: 1090
While analyzing data from an inclinometer in a landslide-prone
area, you observe sudden and unusual lateral movements.
What is the most immediate course of action to take?
A. Increase monitoring frequency and wait for further data
B. Implement a slope stabilization plan without delay
C. Conduct a detailed geological survey of the site
D. Notify the local authorities and evacuate the area
Answer: D
Explanation: Notifying local authorities and evacuating the area
is critical in response to sudden and unusual lateral
movements, as this may indicate an imminent landslide or
significant risk to public safety.
Question: 1091
During the field operation of split-barrel sampling, which
aspect is crucial to ensure that the sampler is vertical and
achieves accurate penetration?
A. Manual adjustments by personnel
B. Using a plumb line
C. Calibrating the hammer weight
D. Pre-drilling the sampling location
Answer: B
Explanation: Using a plumb line ensures that the sampler is
vertical, which is crucial for accurate penetration and reliable
sample retrieval.
Question: 1092
A construction project requires the use of auger cast piles in an
area with significant groundwater fluctuations. What is the
most critical design consideration to mitigate potential issues
related to these fluctuations?
A. Selecting a more robust pile material
B. Designing for buoyancy effects
C. Increasing the pile diameter
D. Implementing a deep excavation strategy
Answer: B
Explanation: Designing for buoyancy effects is crucial in areas
with fluctuating groundwater levels, as it ensures that the piles
remain stable and do not experience uplift forces due to
changes in water levels.
Question: 1093
In a construction project involving the use of piezometers, a
reading shows an unexpected drop in pore water pressure after
installation. What is the most likely explanation for this
observation?
A. The piezometer was installed incorrectly
B. There has been an increase in soil suction
C. The water table has lowered due to nearby dewatering
activities
D. The surrounding soil has consolidated significantly
Answer: C
Explanation: A drop in pore water pressure is likely due to a
lowering of the water table, which can occur as a result of
nearby dewatering activities, affecting the readings from the
piezometer.
Question: 1094
A geotechnical investigation indicates that a site has a shallow
groundwater table and loose sands. What is the most critical
consideration when selecting an exploration technique?
A. The method's ability to handle saturated conditions
B. The potential for soil liquefaction
C. The depth of exploration required
D. The need for geophysical surveys
Answer: A
Explanation: The exploration technique must effectively
manage saturated conditions to prevent issues like collapse or
inaccurate sampling, especially in loose sands.
Question: 1095
A rock mass with a Rock Mass Rating (RMR) of 40 is
encountered during a tunneling project. The RMR indicates
which of the following about the rock mass?
A. Favorable conditions for tunneling
B. Poor rock conditions requiring careful excavation
C. Excellent conditions for construction
D. No need for support systems
Answer: B
Explanation: An RMR of 40 indicates poor rock conditions,
suggesting that careful excavation techniques and potential
support systems will be necessary.
Question: 1096
During a construction project in a seismic zone, the engineer
decides to use aggregate piers to Boost ground conditions.
Which of the following is a critical design factor to consider
regarding the performance of the aggregate piers?
A. The color of the aggregate
B. The density of the surrounding soil
C. The moisture content during installation
D. The spacing between piers and their depth
Answer: D
Explanation: The spacing and depth of aggregate piers are
critical design factors influencing their ability to transfer loads
effectively and enhance overall stability during seismic events.
Question: 1097
In a planning study for a new commercial development, the
engineer encounters a report indicating a nearby landslide
history. What is the most critical factor to consider when
evaluating the site for construction?
A. The slope stability and drainage conditions
B. The soil type in the area
C. The proximity to urban infrastructure
D. The local flora and fauna
Answer: A
Explanation: Slope stability and drainage conditions are vital to
prevent future landslides, especially in areas with a history of
such events.
Question: 1098
During the design of a cofferdam, engineers must assess
potential environmental impacts. Which of the following
impacts is most critical to evaluate in the context of aquatic
ecosystems?
A. Visual obstruction to boat traffic
B. Increased noise levels during construction
C. Changes in sediment transport patterns
D. Soil compaction in adjacent areas
Answer: C
Explanation: Changes in sediment transport patterns can
significantly affect aquatic ecosystems, making it critical to
assess this impact during the cofferdam design process.
Question: 1099
During a fill placement operation, the engineer discovers that
the underlying subgrade has a high plasticity index. What is the
most effective strategy to ensure stability during compaction of
the fill?
A. Allow for natural drainage of the subgrade
B. Compact the fill aggressively
C. Stabilize the subgrade with lime or cement
D. Increase the fill material moisture content
Answer: C
Explanation: Stabilizing the subgrade with lime or cement
enhances its load-bearing capacity, reducing the risk of
instability during the compaction of the fill material.
Question: 1100
In a vane shear test conducted in a soft clay layer, the results
show a shear strength that is significantly lower than expected
based on previous studies. What should the engineer's next
step be?
A. Rely on conservative design values
B. Investigate the possibility of soil improvement techniques
C. Reassess the project scope to avoid the area
D. Conduct additional tests to confirm the results
Answer: D
Explanation: Conducting additional tests is essential to verify
the results and ensure accurate design decisions are made
based on reliable data.
Question: 1101
In a soil sampling program aimed at characterizing a saturated
clay layer, which aspect of handling and storage is most crucial
to preserving the integrity of the samples prior to laboratory
testing?
A. Storing samples in ambient air conditions
B. Keeping samples submerged in water
C. Sealing samples in airtight containers
D. Placing samples in a frost-free environment
Answer: C
Explanation: Sealing samples in airtight containers is crucial to
prevent moisture loss and contamination. This practice helps
maintain the original water content and soil structure, which
are essential for accurate laboratory testing.
Question: 1102
A geotechnical engineer is tasked with assessing the risk of
frost heave in a newly constructed roadway. The soil profile
shows a mix of clay and silt. What immediate action should be
taken to evaluate frost susceptibility?
A. Conduct a visual inspection
B. Perform a frost susceptibility test
C. Assume all soils are frost-susceptible
D. Implement a rapid construction schedule
Answer: B
Explanation: Performing a frost susceptibility test provides
quantitative data on the soil's behavior under freezing
conditions, allowing for informed decisions regarding design
and construction practices to mitigate frost heave risks.
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NCEES - PE Civil Engineering: Geotechnical Practice Test

NCEES-PE-Civil-Geotechnical exam Format | Course Contents | Course Outline | exam Syllabus | exam Objectives

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NCEES-PE-Civil-Geotechnical PDF demo MCQs

NCEES-PE-Civil-Geotechnical demo MCQs

Killexams VCE Test Engine (Self Assessment Tool)

Newest 2021 Content of NCEES-PE-Civil-Geotechnical Question Bank questions bank

Latest 2026 Updated NCEES-PE-Civil-Geotechnical Real exam Questions

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