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Soil Mechanics Exam Questions And Improved Responses

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Soil Mechanics Exam Questions And Improved Responses Permeability - answerssoils permeable due to existence of interconnected voids through which water can flow from high energy points to low energy points hydraulic gradient - answersi = ∆h/L Darcy's Law - answersdischarge velocity of water through saturated soils v = ki k is hydraulic conductivity (coefficient of permeability) seepage velocity - answersvelocity of water through void space constant-head test - answerslaboratory determination of hydraulic conductivity where the difference of head between inlet and outlet remains constant falling-head test - answerslaboratory determination of hydraulic conductivity where water from a standpipe flows through a soil. head difference and time are recorded at t1 and t2 hydraulic conductivity and void ratio for granular soils - answersincreases linearly 3 methods to estimate in situ hydraulic conductivity of compacted clay soils - answersboutwell permeameter, constant-head borehole permeameter, porous probes boutwell permeameter - answershole is drilled and casing placed in it. casing filled with water and falling-head permeability test is conducted, hole is deepened, repeat constant-head borehole permeameter - answersconstant head is maintained by supplying water, rate of flow q is measured

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©JUSTTRACY EXAM SOLUTIONS
19/11/2024 2:50pm



Soil Mechanics Exam Questions And
Improved Responses
Permeability - answers✔✔soils permeable due to existence of interconnected voids through
which water can flow from high energy points to low energy points


hydraulic gradient - answers✔✔i = ∆h/L


Darcy's Law - answers✔✔discharge velocity of water through saturated soils
v = ki k is hydraulic conductivity (coefficient of permeability)


seepage velocity - answers✔✔velocity of water through void space


constant-head test - answers✔✔laboratory determination of hydraulic conductivity where the
difference of head between inlet and outlet remains constant


falling-head test - answers✔✔laboratory determination of hydraulic conductivity where water
from a standpipe flows through a soil. head difference and time are recorded at t1 and t2


hydraulic conductivity and void ratio for granular soils - answers✔✔increases linearly


3 methods to estimate in situ hydraulic conductivity of compacted clay soils -
answers✔✔boutwell permeameter, constant-head borehole permeameter, porous probes



boutwell permeameter - answers✔✔hole is drilled and casing placed in it. casing filled with
water and falling-head permeability test is conducted, hole is deepened, repeat


constant-head borehole permeameter - answers✔✔constant head is maintained by supplying
water, rate of flow q is measured

, ©JUSTTRACY EXAM SOLUTIONS
19/11/2024 2:50pm

porous probes - answers✔✔driven into soil, constant or falling-head permeability test is
performed


accuracy of k determined in lab depends on 6 variables - answers✔✔temperature of fluid,
viscosity of fluid, trapped air bubbles present in soil specimen, degree of saturation of the soil
specimen, migration of fines during testing, and duplication of field conditions in the lab


laboratory consolidation tests - answers✔✔hydraulic conductivity of saturated cohesive soils
can be determined


flow line - answers✔✔line along which a water particle will travel from upstream to
downstream side in the permeable soil medium


equipotential line - answers✔✔line along which the potential head at all points is equal



flow nets - answers✔✔can be used to determine the uplift pressure at the base of a hydraulic
structure


stress in saturated soil without seepage - answers✔✔stress = H*gamma w + (HA -
H)*gamma sat


sigma - answers✔✔stress = effective stress + pore pressure



sigma prime - answers✔✔effective stress (intergranular stress) sum of vertical components of
all intergranular contact forces over a unit gross cross-sectional area


u - answers✔✔neutral stress or pore water pressure



FS against heaving - answers✔✔submerged weight of soil in heave zone per unit length of
sheet pile / uplifting force caused by seepage on the same volume of soil


effective stress in partially saturated soil - answers✔✔consists of intergranular, pore air, and
pore water pressures

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