INTRO TO FOUNDATION ENG. Flashcards

1
Q

New methods of building construction began to appear in the late ____ century.

A

19

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2
Q

The introduction of steel and reinforced concrete led to transition away from ___________________ structures to more ___________________ structures.

A

rigid masonry, flexible rigid frame

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3
Q

Eiffel tower in Paris was built in _______ - _______

A

1887 - 1889

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4
Q

It is an excellent example of a new type of structure in which old rules for foundation no longer applies.

A

Eiffel tower in Paris

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5
Q

Where is Eiffel tower adjacent and what is the soil condition in there?

A

Seine River, uncompacted fill and soft alluvial soils

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6
Q

In the Eiffel tower, piers for the nearby Alma bridge had already settled by ___ meter/s.

A

1

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7
Q

Eiffel devised a new way of exploring the soils, which consisted of driving ______ mm diameter pipe filled with ___________________,

A

200 , compressed air

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8
Q

Eiffel placed the foundations for the two legs farthest from the river on the SHALLOW but firm ________ soils. The bottom of these foundations were above _____________.

A

Alluvial Soils

Ground Water Table

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9
Q

Eiffel made the foundations for the other two legs much DEEPER on firm soils. This required ____ m excavation below the ground surface ( ____ below GWT)

A

12, 6

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10
Q

The angular distortion is defined as

A

change in height over length

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11
Q

Engineers instead of simply developing new empirical rules, they began to investigate the __________ of foundations and developed more rational methods of design thus establishing the discipline of ___________ engineering.

A

behavior, foundation

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12
Q

Design methods includes a mixture of _________ and _________ techniques.

A

rational, empirical

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13
Q

these are those developed from the principles of physics and engineering sciences

A

rational techniques

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14
Q

are based primarily on experimental data

A

empirical techniques

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15
Q

In spite of many uncertainties in foundation design and analysis, the public expects the engineers to develop reliable and economical designs in a timely and efficient manner.

We compensate these uncertainties by using _________________________ in our designs.

A

factor of safety

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16
Q

Railway bridges
Warehouses
Blast furnaces
Retaining walls
Silos

A

Maximum design load likely to occur often

disastrous consequences

thorough 3

limited 4

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17
Q

Highway Bridges

Light industrial and public buildings

A

Maximum design load may occur occasionally

serious consequences

thorough 2.5

limited 3.5

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18
Q

Apartment Buildings

Office Buildings

A

Maximum design load unlikely to occur often

thorough 2

limited 3

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19
Q

UBC

A

Uniform Building Code

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20
Q

ACI
AISC

A

American Concrete Institute
American Institute of Steel Construction

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21
Q

AASHTO

A

American Association of State Highway and Transportation Officials

22
Q

What are the two types of shallow foundations

A

spread footings and mats

23
Q

Give 3 examples of deep foundation

A

Pile, Anchor, Caisson, Pressure Injected Footings

24
Q

What are the performance requirements

A
  • design loads
  • methods of expression
  • strength requirements
  • serviceability requirements
25
What are the strength requirements
geotechnical and structural strength requirements
26
are caused by the weight and lateral pressures from soil or rock, such as those acting on a retained wall.
Earth Pressure Loads
27
are those caused by intended use and occupancy
Live Loads
28
these are those cause by temperature changes, shrinkage, moisture changes, creep, differential settlement, and other similar processes.
self straining loads (T)
29
are the result of vibratory, dynamic, and impact effects.
impact loads (I)
30
_____________ and ____________ are caused by the action of WATER and ICE in bodies of water, and are especially important in bridges, offshore drilling platforms, and port facilities.
Stream flow loads (SF), ice loads (ICE)
31
_____________ and ___________ are caused by the motion of vehicles moving on the structure.
Centrifugal loads (CF), Braking loads (B)
32
this is intended to avoid catastrophic failures
strength requirements
33
intended to produce foundations that PERFORM WELL when subjected so service loads
serviceability requirements
34
address the ability of the soil or rock to accept the loads imparted by the foundation without failing it is satisfied by comparing SHEAR STRESSES with SHEAR STRENGTHS and designing accordingly
geotechnical strength requirements
35
for spread footing foundations, geotechnical strength is expressed as the ________________ of the soil
bearing capacity
36
____________ are intended to produce foundations that PERFORM well when subjected to service loads. These include
Serviceability requirements lateral movement heave tilt settlement vibration durability
37
the vertical downward movement of foundations
settlement
38
the change in foundation elevation from the original UNLOADED position to the final LOADED position
Total Settelement
39
Typical Allowable Settlements OFFICE BUILDINGS
0.5 - 1 in
40
Typical Allowable Settlements Heavy Industrial Buildings
1 - 3 inches
41
Typical Allowable Settlements Bridges
2 inches
42
If the predicted settlement is greater than the allowable settlement, the following measures can be considered
- adjust foundation design - use a more elaborate foundation - improve the properties of soil - redesign the structure so it is more tolerant to settlements
43
the difference in total settlements between two foundations or between two points in a single foundation
Differential Settlement
44
What settlement produces cracks in walls, jamming in doors and windows, poor aesthetics, and if allowed to progress, can threaten the integrity of the structure
Differential Settlement
45
Allowable Differential Settlement can be calculated by
allowable angular distortion * column spacing
46
Foundation designs are usually more conservative than those in the _______________.
superstructure
47
T/F Foundations are built with the same degree of precision as the superstructure
F not built
48
A type of failure, the failure to produce economical design
over - conservatism
49
It is often the most important serviceability requirement
settlement
50
Design loads may be expressed using the __________ or ____________
LRFD, ASD/WSD