5 - In-situ testing and settlement in sands Flashcards

(41 cards)

1
Q

Why is in-situ testing often used for sands instead of lab testing?

A

Because sand samples are difficult to retrieve undisturbed, and even minor disturbance can affect lab test results.

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2
Q

What are the two main in-situ tests used to determine sand properties?

A

The Standard Penetration Test (SPT) and the Cone Penetration Test (CPT).

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3
Q

What does the Standard Penetration Test (SPT) measure?

A

The resistance of the ground to penetration by measuring the energy required to drive a sampler into the soil.

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4
Q

Describe the basic procedure of an SPT.

A

A 65 kg hammer is dropped from 760 mm to drive a split-barrel sampler 300 mm into the ground after an initial 150 mm seating drive.

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4
Q

What is the uncorrected blow count in an SPT called?

A

The N-value.

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5
Q

How is the SPT N-value typically recorded?

A

In increments of 75 mm during the 300 mm penetration after seating.

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6
Q

Why might SPT results vary between different equipment setups?

A

Because different hammers and borehole conditions can affect the energy transferred to the ground.

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7
Q

What does N60 represent in SPT testing?

A

The N-value corrected to 60% energy efficiency.

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8
Q

Which standard provides guidance on SPT corrections for energy efficiency?

A

BS EN ISO 22476-3:2005.

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9
Q

Is N60 used in this course to estimate settlement or φ′max?

A

No, this course uses the N-value directly and does not cover φ′max estimation.

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10
Q

What relationship did Burland and Burbidge (1985) establish using SPT data?

A

A method to estimate the settlement of shallow foundations in sands and gravels based on the SPT N-value.

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11
Q

How is the N-value corrected for silty/fine sands below the water table (when N > 15)?

A

N

=15+
2
1

(N−15)

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12
Q

What is the correction for gravelly soils below the water table?

A

N

=1.25N

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13
Q

How do you determine the depth of influence
𝑧
𝐼
z
I

if N is constant or increasing with depth?

A

zI =B^0.75

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14
Q
A
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15
Q
A
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16
Q

Q: What does CPT stand for in geotechnical testing?

A

A: Cone Penetration Test

17
Q

Q: What is the standard angle of the cone in a CPT?

A

A: 60 degrees

18
Q

Q: At what rate is the CPT cone pushed into the ground?

19
Q

Q: What is the typical truck weight used for CPT, and how deep can it push the cone?

A

A: A 20-tonne truck can push the cone up to 30 m in dense sands or stiff clays

20
Q

Q: What does the standard electric cone in a CPT measure?

A

A: Tip resistance (qc) and sleeve friction (fs)

21
Q

Q: What additional measurement does a piezocone test (CPTU) provide?

A

A: Pore water pressure around the cone

22
Q

Q: Why is CPT considered more ‘scientific’ than SPT?

A

A: It provides continuous data and a broader range of soil parameters, including stratigraphy and pore pressures

23
Q

Q: What does erratic cone resistance and low pore pressure in CPTU data suggest?

A

A: Dense granular material where the cone punches through layers mobilizing peak strengths

24
Q: What do high pore pressures and consistent low cone resistance at depth suggest in CPT data?
A: The presence of a soft clay layer
25
Q: How does CPT detect soil stratigraphy?
A: By recording variations in tip resistance, sleeve friction, and pore pressure with depth
26
Q: What is the Schmertmann (1978) method used for in geotechnics?
A: Estimating settlement of a shallow square or strip footing in sand from CPT data
27
Q: To what depth is sand divided for the Schmertmann settlement analysis?
A: 2B (twice the footing width)
28
Q: What is the formula for vertical strain εz in Schmertmann's method?
A: εz = (qn / E) * Iz
29
Q: What does qn represent in Schmertmann's vertical strain equation?
A: Net applied pressure on the foundation
30
Q: What does E represent in the vertical strain equation εz = qn/E * Iz?
A: Soil modulus, related to tip resistance qc
31
Q: What is E for NC sands under a square footing?
A: E = 2.5qc
32
Q: What is E for NC sands under a strip footing?
A: E = 3.5qc
33
Q: What is E for OC sands under a square footing?
A: E = 5qc
34
Q: What is E for OC sands under a strip footing?
A: E = 7qc
35
Q: What does Iz represent in Schmertmann's method?
A: Influence factor for vertical strain, varies with depth
36
Q: What is the formula for the peak influence factor Izp?
A: Izp = 0.5 + 0.1 * sqrt(qn / σ′p)
37
Q: What is the formula for settlement ρ in Schmertmann's method?
A: ρ = C1 * C2 * qn * ∑(Iz / E) * Δz over depth to 2B
38
Q: What is the formula for the depth correction factor C1?
A: C1 = 1 – 0.5 * (σ′q / qn)
39
Q: What is the formula for the creep correction factor C2?
A: C2 = 1 + 0.2 * log10(10t), where t is time in years
40
Q: What should students be able to do after completing this chapter?
A: Estimate settlement from SPT and CPT data, and understand the challenges of in-situ testing