Soil liquefaction - Quiz
A) Increased structural stability B) Soil expansion C) Sudden loss of support D) Uniform elevation
A) Structural damage B) Increased property value C) Foundation reinforcement D) Enhanced drainage
A) Punching shear B) Vertical compression C) Lateral spreading D) Buoyancy uplift
A) They become more secure B) They may break due to irregular settlement C) They become pressurized D) They undergo automatic maintenance
A) Through the roof B) Through service ducts C) Through high-altitude ventilation D) Through solid brick walls
A) They may buckle or tilt B) They expand in height C) They remain perfectly upright D) They become deeper
A) Lateral spreading B) Punching shear C) Vertical settling D) Pedogenesis
A) Due to buoyancy B) Due to magnetic attraction C) Due to surface erosion D) Due to tectonic plate collision
A) Transformation into rock B) Increased structural integrity C) Absorption of water D) Loss of stability or collapse
A) Fragipan B) Glacial ice C) Volcanic magma D) Desert sand dunes
A) Telecommunications B) Satellite signals C) Cloud computing D) Wind energy
A) The slab can crack B) The slab liquefies C) The slab floats away D) The slab becomes reinforced
A) Deforestation B) Pedogenesis C) Ocean acidification D) Atmospheric cooling
A) It increases B) It decreases C) It remains constant D) It disappears entirely
A) At least 500,000 years B) 50,000 to 100,000 years C) Over 1 million years D) Less than 10,000 years
A) Desiccation cracking B) Soil creep in high-density clay C) Quicksand D) Landslides on bedrock
A) Cyclic mobility occurs B) The soil hardens C) Flow liquefaction occurs D) The soil becomes impermeable
A) Volume reduction B) Strain-softening C) Increasing void ratio D) Strain-hardening
A) Soil collapse B) Flow liquefaction C) Cyclic mobility D) Zero effective stress
A) The soil must be dense B) The loading duration must be short C) Stress reversal occurs D) The soil must strain-harden
A) Soil temperature B) Cyclic stress ratio (CSR) C) Chemical composition of grains D) Tectonic plate velocity
A) Void ratio index B) Cyclic resistance ratio (CRR) C) Standard Penetration Resistance (SPT) D) Pore pressure coefficient
A) Particle color B) Shear-wave velocity (Vs) C) Soil surface area D) Wind speed
A) In mountainous regions of solid granite B) Deep beneath volcanic crust C) On high-altitude plateaus D) Along stream beds and beaches
A) Exclusively large gravel B) Well-sorted C) Non-existent grain sizes D) Poorly-sorted mixtures
A) Reduction in effective stress B) Doubling of effective stress C) Zero change in stress D) Increase in effective stress
A) Compaction B) Resonance C) Thixotropy D) Dilation
A) The designers of the Balaroa suburb B) Allen Hazen C) The architects of the Marina District D) The 1964 Alaska earthquake engineers
A) Hoover Dam B) Calaveras Dam C) Aswan Dam D) Oroville Dam
A) Chemical bonding B) Air pressure C) Soil contact stress D) Pore water pressure
A) Palu B) Christchurch C) San Francisco D) Kobe
A) Monotonic loading B) Cyclic loading C) Torsional loading D) Static loading
A) Earthquake shaking B) Constant weight of a building C) Sudden loss of toe support D) Increase in load on an embankment
A) Rankine B) Aberfan C) Kenji Ishihara D) Casagrande
A) 5% B) 20% C) 1% D) 10%
A) The sinking of the Titanic B) Aberfan disaster C) The Great Earthquake of 1906 D) The collapse of the Tacoma Narrows Bridge
A) Only in clays B) No C) Yes D) Only in gravels
A) Aberfan B) Terzaghi C) Casagrande D) Kenji Ishihara
A) Soil permeability B) Soil color C) Loading rate D) Boundary conditions
A) Generalized plasticity theory B) Fluid dynamics theory C) Quantum mechanics theory D) Elastic beam theory
A) Sediment plumes B) Earthquake mounds C) Soil erosion D) Sand volcanoes
A) Geological mapping B) Hydrology C) Paleoseismology D) Structural engineering
A) Newtonian mechanics B) Biot formulation C) Maxwell's equations D) Einstein field equations |
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