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A. The vertical stress exerted by a mass of water
B. The horizontal stress exerted by a mass of water
C. The vertical stress exerted by a mass of soil
D. The horizontal stress exerted by a mass of soil
A. Static earth pressure
B. Active earth pressure
C. Passive earth pressure
D. Elastic earth pressure
A. Passive (Rankine) zone
B. Incidental (Rankine) zone
C. Static (Rankine) zone
D. Active (Rankine) zone
A. To maintain the structure's integrity
B. To stop soil erosion
C. To keep the area behind the retaining structure from becoming unstable
D. The area behind a retaining structure that is above the failure plane.
A. The ratio of plasticity index to percent by weight of sand.
B. The ratio of plasticity index to percent by weight of gravel.
C. The ratio of plasticity index to percent by weight of silt.
D. The ratio of plasticity index to percent by weight of clay.
A. Cohesion
B. Soil
C. Adhesion
D. Friction
A. The physical process of a liquid changing into a gas
B. The force that attracts unlike molecules to each other
C. Soil erosion
D. The shear resistance between soil and a structure
A. The ratio of the volume of water to the total volume of a mass of soil.
B. The ratio of the organic matter to the total volume of a mass of soil.
C. The ratio of the volume of minerals to the total volume of a mass of soil.
D. The ratio of the volume of air to the total volume of a mass of soil.
A. The volume of air to the total volume of a mass of soil
B. The volume of air to the volume of water in a mass of soil
C. The volume of water to the total volume of a mass of soil
D. The weight of air to the total weight of a mass of soil
A. Allowable bearing capacity
B. Safe bearing capacity
C. Maximum bearing capacity
D. Average bearing capacity
A. Soils deposited by glaciers
B. Soils deposited in a valley or slightly graded area by transporting sediments through a mountain river or streams.
C. Soils deposited by wind
D. Soils deposited in a valley
A. American Association of State Highway Transportation Officials
B. American Association of Schools and Hospitals
C. American Association of State and Highway Transportation Officials
D. American Association of State Highway Transportation Officials' Classification System
A. Angle of internal friction
B. Maximum Normal Stress
C. Minimum Shear Stress
D. Failure Stress
A. The maximum angle, just before failure, of a slope composed of granular material
B. The maximum angle, just before success, of a slope composed of granular material
C. The minimum angle, just before success, of a slope composed of granular material
D. The minimum angle, just before failure, of a slope composed of granular material
A. The amount of energy required to shear a material
B. The maximum stress a material can withstand
C. The amount of deformation a material can undergo before failure
D. The ratio of effective shear and normal stresses mobilized at any state prior to failure.
A. The force that holds particles together in a solid
B. The melting point of a substance
C. A plane or other surface along which a discontinuous slip or rupture may occur
D. The freezing point of a substance
A. Angle of slip plane
B. Angle of depression
C. Angle of transmutation
D. Angle of incidence
A. Angle of wall friction
B. Foundation
C. Angle of wall friction
D. Slope
E. Soil
A. A measure of how far one object is from another
B. The slope of a line segment
C. The angle between two lines
D. The angle of friction between soil and the surface of a retaining wall or bottom side of a foundation.
A. Angular distortion
B. Linear distortion
C. Planar distortion
D. Vertical distortion
A. Soil having similar properties in all directions
B. Soil composed of organic material
C. Soil composed of inorganic material
D. Soil having different properties in different directions
A. A method of irrigation that uses a network of pipes to transport water
B. A device used to measure the depth of water in a well
C. A large body of water, such as a lake or ocean
D. A stratum of soil with relatively high permeability; a water-bearing stratum of rock or soil.
A. A well in which water rises to the surface by hydrostatic pressure.
B. A condition that exists when the water table piezometric surface lies above the ground level.
C. A water table that has water present all year long.
D. A natural underground reservoir in which water is under pressure.
A. The vertical stress developed in a mass of soil loaded in conditions of zero horizontal strain.
B. The horizontal stress developed in a mass of soil loaded in conditions of zero horizontal strain.
C. The vertical stress developed in a mass of soil loaded in conditions of zero vertical strain.
D. The horizontal stress developed in a mass of soil loaded in conditions of zero vertical strain.
A. The maximum density of a substance
B. The point at which a substance changes from a liquid to a gas
C. The temperature at which water turns to ice
D. The water contents of a soil mass corresponding to the transition between a solid, semi-solid, plastic solid or liquid.
A. The texture of clay and silt particles
B. The transition between a solid, semi-solid, plastic solid or liquid
C. The hardness of a soil mass
D. The amount of water in a soil mass
A. Strain measured perpendicular to the applied load on a Sample
B. The ratio of deformation to original dimensions.
C. Direct strain measured along an axis of a triaxial test sample.
D. Direct stress measured along an axis of a triaxial test sample
A. Both horizontal and vertical stresses acting along an axis of a triaxial test sample.
B. Confining stress acting along an axis of a triaxial test sample.
C. Vertical stress acting along an axis of a triaxial test sample.
D. Total or effective stress acting along an axis of a triaxial test sample.
A. Axial stress
B. Contact stress
C. Torsional stress
D. Combination stress
A. The ability of the underlying soil to support the foundation loads without shear failure.
B. The load at which failure of the soil begins.
C. The minimum load that can be applied to an soil without failure.
D. The maximum load that can be applied to an soil without failure.
A. The angle of internal friction of the soil
B. The load-bearing capacity of the soil
C. The type of foundation
D. The amount of soil erosion
A. The pressure on the soil below the foundation
B. The weight of the building transferred to the foundation
C. The load on the foundation
D. The total stress transferred from the structure to the foundation, then to the soil below the foundation.
A. Compressive stress
B. Bearing pressure
C. Flexural stress
D. Shear stress
A. Igneous rock formed from solidified lava
B. Strong rock underlying surface deposits of soil and weathered rock.
C. A type of sedimentary rock
D. Earth's outermost solid layer
A. A site that is used to supply soils for earthwork construction
B. A large sum of money that is borrowed and then needs to be repaid
C. An adjective
D. A type ofverb
A. The process of shoring up a trench
B. A type of machine used in construction
C. The use of bracing to laterally support the side-walls of temporary trenches or cuts.
D. When two beams are placed back-to-back to support each other
A. PH Level
B. Color
C. Fertility
D. Size, consistency, and structure.
A. Colour
B. PH
C. Size, consistency and structure
D. Soil Type
A. Soil Density
B. Unit Volume
C. Bulk density
D. Volume Mass
A. Oz/gal
B. Kg/m^3
C. Pcf
D. G/mL
A. The total weight of water and soil particles contained in a unit volume of air.
B. The total weight of water and soil particles contained in a unit mass of soil.
C. The total weight of water and soil particles contained in a unit volume of soil.
D. The total weight of water and soil particles contained in a unit area of soil.
A. Soil density / Density of water
B. Soil density - Density of water
C. Soil density + Density of water
D. Density of water - Soil density
A. An architectural term for a recessed panel in a wall
B. A component of a particular foundation system.
C. A large watertight chamber used in the construction of bridges and tunnels
D. A French word for
A. California Bearing Ratio
B. Controlled Breaking Ratio
C. Chinese Balloon Route
D. Cannot Be Repeated
A. To determine the suitability of a soil for use as a base in a pavement section.
B. To determine the hardness of a soil.
C. To determine the suitability of a soil for use as a top layer in a pavement section.
D. To determine the suitability of a soil for use as a subbase in a pavement section.
A. Soil erosion
B. Meniscus in void spaces
C. Pore water pressures greater than atmospheric values
D. Soil particles compacting
A. Hydrostatic pressure
B. Surface tension of pore water
C. Thermal expansion
D. Fluid pressure
A. A footing that is circular shaped and spread out
B. Isolated/ spread footing that is circular shaped.
C. A footing that is used to support circular structures.
D. A type of load-bearing foundation
A. 0.004 mm
B. 0.003 mm
C. 0.001 mm
D. 0.002 mm
A. Soils with more than 50% by weight of grains retained on the #200 sieve (0.075mm).
B. Soils with more than 50% by weight of grains retained on the #350 sieve (0.0441mm).
C. Soils with more than 50% by weight of grains retained on the #100 sieve (0.149mm).
D. Soils with more than 50% by weight of grains retained on the #150 sieve (0.105mm).