Prelim Notes Flashcards

1
Q

A subspecialty within the field of geotechnical engineering which deals with the design and construction of projects in order to resist the effects of earthquakes

A

Geotechnical Earthquake Engineering

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2
Q

Study of earthquakes

A

Seismology

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3
Q

Includes the study of internal behavior of the earth and the nature of seismic waves generated by the earthquake

A

Seismology

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4
Q

an individual who applies geologic data, principles, and interpretation so that geologic factors affecting the planning, design, construction, and maintenance of civil engineering works are properly recognized and utilized

A

Engineering geologist

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5
Q

In general, foundations of buildings and bridges may be divided into two major categories

A

shallow foundations, deep foundations

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6
Q

Examples of shallow foundations

A

spread footings, wall footings, mat foundations

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7
Q

Examples of deep foundations

A

Pile and drilled shaft foundations

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8
Q

To classify a soil properly, you must know its

A

grain-size distribution

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9
Q

AASHTO

A

American Association of State Highway and Transportation Officials

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10
Q

USCS

A

Unified Soil Classification systems

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11
Q

According to AASHTO Soil Classification System, soils listed in groups A-1, A-2, and A-3 are

A

coarse-grained materials

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12
Q

According to AASHTO Soil Classification System, soils listed in groups A-4, A-5, A-6, and A-7 are

A

fine-grained materials

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13
Q

According to AASHTO Soil Classification System, soils classified under A-8 like peat, muck, and other highly organic soil are identified by

A

visual inspection

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14
Q

The first step in geotechnical earthquake engineering is to perform

A

a screening investigation

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15
Q

Its purpose is to obtain sufficient information on the nature and severity of the seismic hazards so that mitigation recommendations can be developed

A

quantitative evaluation

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16
Q

The quantitative evaluation consists of the following:

A

Geologic mapping, Subsurface exploration, Laboratory testing, Engineering and geologic analyses, Report preparation

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17
Q

The required number and spacing of borings, test pits, and trenches for a particular project must be based on

A

judgment and experience

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18
Q

The main objectives of the borings, test pits, and trenches are to determine the

A

nature and extent of the seismic hazards

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19
Q

SPT

A

Standard Penetration Test

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20
Q

CPT

A

Cone Penetration Test

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21
Q

The force required to move the cone into the extended position divided by the horizontally projected area of the cone is defined as the

A

cone resistance qc

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22
Q

The _ of the soil is an important parameter needed for earthquake analyses of foundations, slopes, and retaining walls

A

shear strength

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23
Q

There are two basic types of analyses that utilize the shear strength of the soil:

A

(1) the total stress analysis and (2) the effective stress analysis

24
Q

Under no circumstances can a total stress analysis and an effective stress analysis be _

25
are used for the design of foundations, slopes, and retaining walls that are subjected to earthquake shaking
Total stress analyses
26
To perform a total stress analysis, the _ of the soil must be determined
undrained shear strength
27
The effective stress analysis uses the _ parameters
drained shear strength
28
These types of soil are nonplastic, and they include such soils as gravels, sands, and nonplastic silt, such as rock flour
Cohesionless Soil
29
A cohesionless soil can be held together only by a
confining pressure
30
These types of soil are plastic, they include such soils as silts and clays, and have the ability to be rolled and molded (hence they have a plasticity index)
Cohesive soil
31
internal resistance per unit area that the soil mass can offer to resist failure and sliding along any plane inside it
Shear strength
32
is the oldest and simplest form of shear test arrangement
direct shear test
33
According to this theory, the earth’s surface contains tectonic plates, also known as lithosphere plates, with each plate consisting of the crust and the more rigid part of the upper mantle.
plate tectonics
34
Depending on the direction of movement of the plates, there are three types of plate boundaries:
divergent boundary, convergent boundary, and transform boundary
35
This occurs when the relative movement of two plates is away from each other
Divergent boundary
36
When a divergent boundary occurs within a continent, it is called _.
rifting
37
This occurs when the relative movement of the two plates is toward each other
Convergent boundary
38
There are three types of convergent boundaries:
oceanic-continental subduction zone, oceanic-oceanic subduction zone, and continent-continent collision zone
39
This condition occurs when two continental plates collide with each other, causing the two masses to squeeze fold, deform, and thrust upward.
continent-continent collision zone
40
involves the plates sliding past each other, without the construction or destruction of the earth’s crust
Transform boundary/transform fault
41
a fracture or a zone of fractures in rock along which displacement has occurred
Fault
42
an instrument that records, as a function of time, the motion of the earth’s surface due to the seismic waves generated by the earthquake
Seismograph
43
a low-magnification seismograph that is specially designed to record the ground acceleration during the earthquake
Accelerograph
44
two basic types of seismic wave
body waves and surface waves
45
a seismic wave that causes a series of compressions and dilations of the materials through which it travels
P wave
46
fastest wave and is the first to arrive at a site
P wave
47
also known as the secondary wave, shear wave, or transverse wave
S wave
48
causes shearing deformations of the materials through which it travels
S wave
49
Two types of surface waves
Love and Rayleigh waves
50
have been described as being similar to the surface ripples produced by a rock thrown into a pond
Rayleigh waves
51
two basic ways to measure the strength of an earthquake
(1) based on the earthquake magnitude and (2) based on the intensity of damage
52
measures the amount of energy released from the earthquake
Magnitude
53
Based on the damage to buildings and reactions of people
Intensity
54
is based on the observations of damaged structures and the presence of secondary effects, such as earthquake-induced landslides, liquefaction, and ground cracking
Intensity of an earthquake
55
also based on the degree to which the earthquake was felt by individuals, which is determined through interviews
Intensity of an earthquake
56
most commonly used scale for the determination of earthquake intensity
modified Mercalli intensity scale