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Guias e Dicas
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Particle size distribution, Notas de aula de Mecânica dos Solos

Particle size distribution: Experiment and theory.

Tipologia: Notas de aula

2020

Compartilhado em 14/07/2020

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Worksheet PSD Physical and selected chemical methods of soil analysis,
IHLW, SS2018
Particle size distribution
combination of lab methods - fine sieving and sedimentation
Sample preparation
crush air dry soil samples using moderate power to particles smaller than 2
mm, sieve them through a 2-mm-sieve, do not destroy coarse primary
particles (stones), remove organic matter, determine fraction of particles
> 2 mm, note mass → if it is greater than 10 % of the whole sample,
conduct dry sieving according to lecture notes
prepare 2 soil samples: (i) 20 g (± 0.001 g) for sedimentation and (ii) 100
g (± 0.1 g) for fine sieving, note sample masses (
mges
), fill samples into
glass bottles, note bottle number
add 50 mL (I) resp. 250 mL (ii) of dispergant, wait 8 h
add 200 mL of de-ionised water, close bottle tightly, shake sample at
least 6 h in the over-head shaker
Fine Sieving
Measurement
prepare sieving tower with sieves: 2,1, 0.63, 0.2, 0.125, and 0.063 mm
mesh size, reflect about the right order
pour soil sample onto the top sieve, carefully wash soil particles out of the
bottle using a washing bottle
close and fix sieving tower by appropriate lid, turn on water supply, start
shaking mode until no more particle are detectable in the outflow
prepare 5 ceramic cups per sample, note masses on the form (
mSch i
)
after shaking is completed, wash sieving residue into corresponding cups
oven dry cups + samples until mass constancy at 105°C, let samples cool
down for ca 1 h, weigh and note dry masses (
mSch+s+w i
)
Equipment
for sample preparation and fine sieving
Schott glass bottles, 1 L
0.4n-sodium pyrophosphate as dispersant
scales (precision 0.01 g and 0.0001g)
sieving apparatus with sieves
(2,1, 0.63, 0.2, 0.125, 0.063 mm mesh size)
ceramic cups
washing bottle
for sedimentation method
water pan on horizontal plane
glass cylinders 1000 mL
pipette 20 mL with vertical mounting system
thermometer (precision 0.1°C)
timer
Why do we measure?
Knowledge about the particle size of soil
allows a relevant physical classification of
soils into textural soil types. The
classification gives a good idea about
properties of soil like water regime or
infiltration capacity. Textural soil type is
mapped in official soil maps like eBOD
(online map for Austria).
In Practice
Some background information
Hereby, the distribution of primary
particles is measured. These are the
basic soil material and their distribution is
not changed by human management.
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Worksheet PSD Physical and selected chemical methods of soil analysis,

IHLW, SS

Particle size distribution

combination of lab methods - fine sieving and sedimentation Sample preparation

  • crush air dry soil samples using moderate power to particles smaller than 2 mm, sieve them through a 2-mm-sieve, do not destroy coarse primary particles (stones), remove organic matter, determine fraction of particles

    2 mm, note mass → if it is greater than 10 % of the whole sample, conduct dry sieving according to lecture notes

  • prepare 2 soil samples: (i) 20 g (± 0.001 g) for sedimentation and (ii) 100 g (± 0.1 g) for fine sieving, note sample masses ( mges), fill samples into glass bottles, note bottle number
  • add 50 mL (I) resp. 250 mL (ii) of dispergant, wait 8 h
  • add 200 mL of de-ionised water, close bottle tightly, shake sample at least 6 h in the over-head shaker

Fine Sieving

Measurement

  • prepare sieving tower with sieves: 2,1, 0.63, 0.2, 0.125, and 0.063 mm mesh size, reflect about the right order
  • pour soil sample onto the top sieve, carefully wash soil particles out of the bottle using a washing bottle
  • close and fix sieving tower by appropriate lid, turn on water supply, start shaking mode until no more particle are detectable in the outflow
  • prepare 5 ceramic cups per sample, note masses on the form ( mSch i)
  • after shaking is completed, wash sieving residue into corresponding cups
  • oven dry cups + samples until mass constancy at 105°C, let samples cool down for ca 1 h, weigh and note dry masses ( mSch+s+w i) Equipment for sample preparation and fine sieving
  • Schott glass bottles, 1 L
  • 0.4n-sodium pyrophosphate as dispersant
  • scales (precision 0.01 g and 0.0001g)
  • sieving apparatus with sieves (2,1, 0.63, 0.2, 0.125, 0.063 mm mesh size)
  • ceramic cups
  • washing bottle for sedimentation method
  • water pan on horizontal plane
  • glass cylinders 1000 mL
  • pipette 20 mL with vertical mounting system
  • thermometer (precision 0.1°C)
  • timer Why do we measure? Knowledge about the particle size of soil allows a relevant physical classification of soils into textural soil types. The classification gives a good idea about properties of soil like water regime or infiltration capacity. Textural soil type is mapped in official soil maps like eBOD (online map for Austria). In Practice Some background information Hereby, the distribution of primary particles is measured. These are the basic soil material and their distribution is not changed by human management.

Worksheet PSD Physical and selected chemical methods of soil analysis,

IHLW, SS

Sedimentation method Measurement

  • prepare 4 ceramic cups per sample, note mass ( mSch) and number on the form visualise the following steps, prepare working place and needed equipment
  • pour soil samples into 1000 mL glass cylinder, carefully wash soil particles out of the bottle using a washing bottle with de-ionised water
  • fill up glass cylinder to the 1000 mL line with de-ionised water
  • place glass cylinder in measuring pan, fill pan with water, justify temperature in the pan to 21.0°C (± 0.4°C) by adding tempered water
  • shake cylinder to homogenize soil-water suspension, place it back into the pan, start timer immediately, sedimentation starts
  • after 20 s prepare for pipetting, place pipette tip at 10 cm water depth, exactly at 27 s take a sample of slightly more than 20 mL, justify sample volume to exactly 20 mL by pouring surplus suspension out
  • fill sample into the corresponding cup (number 1 at the form), flush pipette with water and pour it into the cup
  • start same procedure for second sample, sedimentation time should start exactly 3 min after the first sample
  • take further samples by pipetting at 4 min 32 s, 50 min 19 s, and 3 h 46 min 25 s (last one in 5.0 cm depth), measure suspension temperature after last sampling
  • oven dry cups + samples until mass constancy at 105°C, let samples cool down for ca 1 h, weigh and note dry masses ( mSch+s+w I) Results
  • calculate the missing fields on the form according to the equations given (for sedimentation method the mass of the dispersant (0.0266 g) has to be subtracted from the sample mass)
  • draw cumulative particle size distribution curve, therefore calculate also relative mass fraction for each measured particle size
  • assess textural soi type using the Austrian texture triangle