Geotech Midterm 2

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Last updated 9:51 PM on 4/9/26
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51 Terms

1
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ULS Effective stress analysis is used for what type of soil?

Coarse Grained

2
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ULS Total stress analysis is used for what type of soil?

Fine Grained

3
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2 failure modes for deep foundations

  • Local / Punching shear at the toe

  • Sliding friction along the side of the pile

4
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Bearing Capacity of deep foundation is a sum of two components

  1. Toe bearing capacity

  2. Side friction

5
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3 types of piles

  1. Driven Piles

  2. Drilled shaft

  3. Auger Piles

6
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2 types of driven piles

Low DIsplacement and High Displacement

7
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Which method we use for coarse grain soil service limit State

Schemertman method

8
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Which method we use for fine grain soil service limit state

Elogp method

9
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Where do Schmertmann found maximum strain to be?

0.5B-B below the footing base

10
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<p>Where is the maximum strain for a square footing? When is the strain 0 for square footing</p>

Where is the maximum strain for a square footing? When is the strain 0 for square footing

  • Maximum strain, Zf =0.5* B

  • Strain is 0 Zf=2*B

<ul><li><p>Maximum strain, Zf =0.5* B</p></li><li><p>Strain is 0 Zf=2*B</p></li></ul><p></p>
11
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<p>Where is the maximum strain for a continuous footing? When is the strain 0 for continuous footing?</p><p></p>

Where is the maximum strain for a continuous footing? When is the strain 0 for continuous footing?

  • Maximum strain, Zf =1* B

  • Strain is 0 when Zf=4*B

12
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<p>What is q?</p>

What is q?

(Load + Weight of footing)/ Area

<p>(Load + Weight of footing)/ Area</p>
13
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Specific Weight of concrete in SI and English

24 KN/m3 or 150 lb/ft3

14
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Which type of settlement controls in Fine Grained Soil? What is that?

Consolidation Settlement, It is compression of soil because water seeps out of the void.

15
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Explain the process of consolidation settlement

When loads are applied to fine grained soil, initially all loads are carried by the water, (pore water pressure goes up).

As times passes by, water seeps out and it is transferred to the soil, effective stress increases and soil settles.

16
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What is Normally Consolidated Soil (NC)? What is the OCR?

equal to 1

<p>equal to 1 </p>
17
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What is Overly Consolidated Soil (NC)? What is the OCR?

greater than 1

<p>greater than 1</p>
18
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What is Cr?

Recompression curve slope

19
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What is Cc?

Virgin Curve slope

20
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In a consolidation chart what is y axis and what is x axis?

Y axis = e

X axis = log (σ’z)

21
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What is the maximum allowable settlement for residential?

1 in

22
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<p>for this table D is calculated from where?</p>

for this table D is calculated from where?

Calculated from the soil surface

<p>Calculated from the soil surface</p>
23
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<p>How to calculate Allowable Angular distortion</p>

How to calculate Allowable Angular distortion

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24
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How are Driven piles categorized?

Low Displacement vs High Displacement

25
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How are Drilled Shafts usually categorized?

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26
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How are Auger Piles Categorized?

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27
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Can Low displacement get plugged and behace like high displacement? When?

Yes, When it gets plugged.

28
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What are two parts of Nominal Load Capacity of a pile?

Load Capacity of the Toe and Load capacity of the side Friction

<p>Load Capacity of the Toe and Load capacity of the side Friction</p>
29
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Formula for qn’ (Toe Bearing Capacity)

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30
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Where is Zone of Influence for driven toe bearing capacity

3B below toe and 1 B above toe

<p>3B below toe and 1 B above toe</p>
31
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What is Beta Method for? What is Alpha method used for?

Beta: Used for Cohesionless Soil

Alpha: Used for Cohesion Soil

32
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In clay most of the side friction is from side friction or toe capacity?

Side Friction

33
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In sand most of the side friction is from side friction or toe capacity?

toe capacity

34
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unit weight formula

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35
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where do you calculate the denominator? The depth, is it calculated from the bottom of the footing or the ground surface?

the Effective stress at location where Strain influence factor is 0

Ground surface

36
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What is the value of Pa in this equation in SI and English

2000 psf/ 100KN

37
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<p>What is <strong>σ’zD</strong>?</p>

What is σ’zD?

It is the effective stress at the embedment Level

38
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<p>What is H</p>

What is H

H is thickness of the layer

39
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<p>How do you fin E</p>

How do you fin E

find E in the middle of each alter

40
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<p>How do you do you find I<sub>E</sub></p>

How do you do you find IE

Find IE in the middle of each layer

41
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<p>what is the unit for t?</p>

what is the unit for t?

Years

42
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<p><strong>What depth do you use for σ’zp</strong></p>

What depth do you use for σ’zp

43
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<p>For these formulas, Wher is Z<sub>f</sub> calculated?</p>

For these formulas, Wher is Zf calculated?

Middle of the layer

44
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<p>The answer of this equation is in what unit?</p>

The answer of this equation is in what unit?

ft

45
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<p>What is the unit of E in this equation and what is the preferred unit for q and <strong>σ’zd?</strong></p>

What is the unit of E in this equation and what is the preferred unit for q and σ’zd?

psf

46
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<p>if the footing is embedded, what is the depth used to calculate <strong>σ’zo? Where is σ’zo calculated?</strong></p>

if the footing is embedded, what is the depth used to calculate σ’zo? Where is σ’zo calculated?

Depth is calculated from the ground level, before the footing is built. σ’zo is calculated in the middle of the layer

47
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<p>For this equation, when the foundation is embedded, when calculating <strong>σ’zf? Is the geostatic pressure calculated from the bottom of the footing or the ground surface?</strong></p>

For this equation, when the foundation is embedded, when calculating σ’zf? Is the geostatic pressure calculated from the bottom of the footing or the ground surface?

ground surface

48
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<p>If using this equation for Toe Baring capacity, where do you calculate sima prime Z o</p>

If using this equation for Toe Baring capacity, where do you calculate sima prime Z o

At the depth of the Toe

49
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<p>What is D and What is B in this?</p>

What is D and What is B in this?

In that chart, D/B represents the embedment ratio of your foundation.

Here is exactly what those two letters stand for:

  • D (Depth): The depth of the foundation or pile embedment.

  • B (Breadth/Width): The diameter or width of the foundation or pile.

50
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<p>what is gamma in this equation? What if it is under the GWT</p>

what is gamma in this equation? What if it is under the GWT

Weight of the soil in the zone of influence

51
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<p>To calculate friction strength, in a cohesion soil you start at 0, but then how do you ignore the first 5 ft/1.5m</p>

To calculate friction strength, in a cohesion soil you start at 0, but then how do you ignore the first 5 ft/1.5m

Do not account for the surface area.