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Last updated 1:56 PM on 4/10/26
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66 Terms

1
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Three components of Exploration for soil testing ?

Boring, Sampling, Testing

2
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Which type of sample would provide you with an undisturbed sample?

Thin - Wall Tube Samplers (Shelby Tube, or Stationary Piston Sampler)

3
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SPT test you get only what?

Resistance value, N — however you can go further using N and calc angle of internal friction unconfined compressive strength, and unit weight of materials indirectly

4
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The lower the blow count, the _____ the blow- times it hits soil to break through

faster

5
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What is the N value of a boring log reading 7-10-16-4

N=26

6
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An undisturbed clay is required for consolidation testing. The sample is best obtained using a ____

Shelby tube

7
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Disturbed samples obtained and are adequate for moisture content, gradation, atterberg limits test, and valuable for visual identification but are not suitable for strength or consolidation testing.

Split barrel sampler (split spoon)

8
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The Shelby tube is suitable for _____and _____test for undisturbed soils

strength and consolidation

9
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This sample is suitable for highly undisturbed soils

Stationary Piston Sampler

10
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_____Testing , used to provide information on the characteristics of the sample

Standard penetration test

11
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Identifies a penetration resistance value (N), obtain estimates for angle of internal friction of cohesionless soil, unconfined compressive strength of cohesive soil, and materials unit weight

Standard Penetration Test

12
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Drilling method that can be used on all types of soil including sandy soils, but not suitable if soil is mixed with gravel, cobbles

Hollow- Stem Auger

13
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Drilling method used for soil exploration below ground water table , provided soil is sand, silt or clay, not suitable if mixed with gravel or boulders

Wash Boring

14
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Disturbed soil samples have experienced ____ disturbances , may be used for ______ and test

large, classification

15
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Undisturbed samples used for ____ and _____test (direct shear, triaxial shear, unconfined compression test

 consolidation and strength

16
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when rock is encountered, the split spoon sampler is replaced with a ________ sampler

rock core

17
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Sieve analysis is done for ________grain soil (sand and gravel), and atterberg limits is done for ____grain soils (silt and clay).

Coarse, and fine

18
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what # separates gravel from sand within a sieve analysis?

#4

19
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what # separates coarse material from fine material within a sieve analysis?

#200

20
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Why does the effect of water not matter for gravel and sand but it does for silts and clay ?

Water will seep through gravel and sand but effect silt and clay strength

21
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D10 stands for what in a gradation curve?

Percentage of material passing (percent finer)

22
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low plasticity of clay is considered _____clay, high plasticity of clay is considered __ clay.

lean, fat

23
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If you have a dense soil you have a ____-er angle of internal friction

Higher

24
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Partially Saturated Soil, Moist Soil, Wet Soil, and Unsaturated soil are all soils part of the ___ phase diagram

Three

25
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Two phase diagrams are soils that are called either _____ soil or _____ soil

Dry soil or saturated soil

26
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Unit weight of water gamma w is equal to ___over ____

weight of water over void of water

27
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Submerged unit weight definition

Effective unit weight or buoyant unit weight, difference between sat unit weight and pore water pressure

28
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What parameters effect coefficient of permeability (k)

soil particle, shape, structure, void ratio, degree of saturation, and void connectivity

29
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Hydraulic conductivity is ___ to the coefficient of permeability

equal to (remember page 188)

30
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What soil type is most susceptible to frost heave?

Silt- water is trapped moreover it is not clay because clay does not allow water to come in nor go out of clay

31
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The laboratory test used for determining permeability of fine grained soils is

Falling head permeability test

32
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The difference in hydraulic head between two points of interests and the flow distance between these two points

hydraulic gradient

33
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When a soil is subjected to a compressive force its __________ decreases

volume

34
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Property of soil due to which a decrease in volume occurs under compressive force is known as the ______ of soil

compressibility

35
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 The compressibility of a soil is mostly dependent on the ____ of the soil _____

rigidity, skeleton

36
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Shear strength parameters cohesion and friction angle can be determined directly or indirectly by standard field ______, or lab test _____, ________

vane shear, direct shear ,  triaxial test

37
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Laboratory test (standard and modified proctor test) are conducted to determine the ____of a soil or aggregate sample

optimum moisture content and max dry density

38
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Laboratory test standard proctor test mold volume is typically ____cubic feet.

1/30

39
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Field test (sand cone method or nuclear densometer test) are conducted to determine the ____of a soil or aggregate sample

assess the degree of compaction

40
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What are the four popular compaction quality control test

sand cone, balloon densometer, shelby tube, and nuclear gauge

41
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 why use sand cone quality control test

large sample, accurate

42
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 why use balloon densometer quality control test

large sample, direct reading, open grade material

43
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 why use shelby tube quality control test

fast, deep, under pipe haunches

44
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 why use nuclear gauge quality control test

fast, easy to redo, reliability

45
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The fill for the subgrade material must be of high quality and , preferably _______material.

granular

46
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Sand Cone Method is not suitable for ____, _____, or _____ soils that would deform or compress during the excavation of the test hole

organic, saturated, or highly plastic

47
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zero air voids line on the moisture density plot defines ______.

defines that edge of prohibited territory

48
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optimum water content exists at which it will achieve its ____ density

maximum

49
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when water is added to the soil during compaction it acts as a _______ agent

softening

50
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During compaction, with an increase in moisture content, the dry unit weight of soil ____

first increases, reaches peak, then decreases - see chart in PEHB

51
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The reason for a field compaction test is for the purpose of ___.

Measuring the dry unit weight in the field

52
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During SPT unusually low blow counts are encountered in a foundation expected for medium dense to dense sand. This is an indication that ….

The groundwater in the borehole is much lower than in situ conditions outside of the bore hole

53
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disturbed soil samples can be used for_____ , ___, and _____

grain size analysis, specific gravity, and soil classification

54
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The proctor method of assessing soil compaction based on _____unit weight

 Dry

55
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Laboratory soil compaction test is used to obtain _____ and _____

max dry unit weight , and optimum moisture content

56
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Compacting a clay soil, increase - decrease - same for void ratio, specific gravity, degree of sat, water content, moist unit weight , assume no water or solids are lost

decrease, same, increase, same, increase

57
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if given a chart of 5 different 3 phase diagrams, same soil grain amount in each, the diagram with the ______ amount of volume has the maximum dry unit weight

smallest

58
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 Does a water drinking plant use pressure or gravity system

pressure only

59
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Does a sanitary sewer system use pressure or gravity system

both gravity up until pump station then pressure into treatment plant

60
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true or false you can use a vitrified clay pipe(vcp) for drinking water plants

 False, only for sanitary sewer system

61
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how would you obtain the crown information of a pipe

Crown elevation = invert elevation + Outside Diameter - Thickness

62
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the higher the pipe schedule (Schedule 80) vs (Schedule 40) the higher amount of ____ it can handle

pressure

63
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what two types of pipe materials are highly resistant to corrosion

clay and plastic

64
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 What protection measures could you do to prevent corrosion of a pipe in highly corrosive soil

Orthophosphate and Mg anode-sacrifice brick

65
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If they ask you color code of pipes look at the __

2018 recommended standards for waterworks reference manual (given)

66
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The lower the roughness coeffient (ex: concrete- more resistence) for a pipe the _____ the head loss (energy of a fluid as it flows through pipe)

higher