Prelim Notes Flashcards
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
Geotechnical Earthquake Engineering
Study of earthquakes
Seismology
Includes the study of internal behavior of the earth and the nature of seismic waves generated by the earthquake
Seismology
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
Engineering geologist
In general, foundations of buildings and bridges may be divided into two major categories
shallow foundations, deep foundations
Examples of shallow foundations
spread footings, wall footings, mat foundations
Examples of deep foundations
Pile and drilled shaft foundations
To classify a soil properly, you must know its
grain-size distribution
AASHTO
American Association of State Highway and Transportation Officials
USCS
Unified Soil Classification systems
According to AASHTO Soil Classification System, soils listed in groups A-1, A-2, and A-3 are
coarse-grained materials
According to AASHTO Soil Classification System, soils listed in groups A-4, A-5, A-6, and A-7 are
fine-grained materials
According to AASHTO Soil Classification System, soils classified under A-8 like peat, muck, and other highly organic soil are identified by
visual inspection
The first step in geotechnical earthquake engineering is to perform
a screening investigation
Its purpose is to obtain sufficient information on the nature and severity of the seismic hazards so that mitigation recommendations can be developed
quantitative evaluation
The quantitative evaluation consists of the following:
Geologic mapping, Subsurface exploration, Laboratory testing, Engineering and geologic analyses, Report preparation
The required number and spacing of borings, test pits, and trenches for a particular project must be based on
judgment and experience
The main objectives of the borings, test pits, and trenches are to determine the
nature and extent of the seismic hazards
SPT
Standard Penetration Test
CPT
Cone Penetration Test
The force required to move the cone into the extended position divided by the horizontally projected area of the cone is defined as the
cone resistance qc
The _ of the soil is an important parameter needed for earthquake analyses of foundations, slopes, and retaining walls
shear strength