The analysisofwater-stableaggregate

The analysisofwater-stableaggregateswascarriedoutusing
the wetsievingmethod(Elliott, 1986). Inbrief,100gair-driedsoil
on thetopof2mmsievewassubmergedindeionizedwaterfor
5 minatroomtemperaturetopromotedisintegrationofthesam-
ple (Kemper etal.,1985). Water-stableaggregateswereseparated
by movingthesieveupanddownfor50timeswithin2min.The
dried weightofthesoilremainingonthe2mmsieve(>2mmaggre-
gates) waslargemacro-aggregates.Soilpassingthroughthe2mm
sieve wastransferredintoa0.25mmsievetodeterminethesmall
macro-aggregates (0.25–2mm)usingthesamesievingprocedure.
Finally witha0.053mmsieveandthesamesievingprocedure,
the fractionsofmicro-aggregates(0.053–0.25mm)andsilt-and-
clay micro-aggregates(

ผลลัพธ์ (อังกฤษ) 1:

The analysisofwater-stableaggregateswascarriedoutusing
the wetsievingmethod(Elliott, 1986). Inbrief,100gair-driedsoil
on thetopof2mmsievewassubmergedindeionizedwaterfor
5 minatroomtemperaturetopromotedisintegrationofthesam-
ple (Kemper etal.,1985). Water-stableaggregateswereseparated
by movingthesieveupanddownfor50timeswithin2min.The
dried weightofthesoilremainingonthe2mmsieve(>2mmaggre-
gates) waslargemacro-aggregates.Soilpassingthroughthe2mm
sieve wastransferredintoa0.25mmsievetodeterminethesmall
macro-aggregates (0.25–2mm)usingthesamesievingprocedure.
Finally witha0.053mmsieveandthesamesievingprocedure,
the fractionsofmicro-aggregates(0.053–0.25mm)andsilt-and-
clay micro-aggregates(<0.053mm)wereobtained.Theaggregate
fractions wereoven-driedat50 ◦C andweighedtocalculatethe
proportion ofwater-stableaggregatesforeveryparticlesize.
Percentage ofaggregatedestruction(PAD)wasdeterminedas
follows (Zhang andHorn,2001):

ผลลัพธ์ (อังกฤษ) 2:

The Analysisofwater-Stableaggregateswascarriedoutusing
The Wetsievingmethod (Elliott, the 1,986th). Inbrief, 100gair-Driedsoil
on Thetopof2mmsievewassubmergedindeionizedwaterfor
5 minatroomtemperaturetopromotedisintegrationofthesam-
PLE (Kemper Etal., one thousand nine hundred and eighty-five). Water-Stableaggregateswereseparated
by Movingthesieveupanddownfor50timeswithin2min.The
Dried Weightofthesoilremainingonthe2mmsieve (> 2mmaggre-
gates) Waslargemacro-Aggregates.Soilpassingthroughthe2mm
Sieve Wastransferredintoa0.25mmsievetodeterminethesmall
Macro-Aggregates (0.25-2mm) Usingthesamesievingprocedure.
Finally Witha0.053mmsieveandthesamesievingprocedure,
The Fractionsofmicro-Aggregates (0.053-0.25mm) Andsilt. -and-
CLAY Micro-Aggregates (<0.053mm) Wereobtained.Theaggregate.
fractions Wereoven-Driedat50 ° C Andweighedtocalculatethe
Proportion Ofwater-Stableaggregatesforeveryparticlesize.
Percentage Ofaggregatedestruction (PAD) Wasdeterminedas
follows (Zhang AndHorn, 2,001):.

ผลลัพธ์ (อังกฤษ) 3:

The analysisofwater-stableaggregateswascarriedoutusing
the. Wetsievingmethod (,), Elliott 1986. Inbrief 100gair-driedsoil
on. Thetopof2mmsievewassubmergedindeionizedwaterfor
5. Minatroomtemperaturetopromotedisintegrationofthesam -
PLE (Kemper etal, 1985). Water-stableaggregateswereseparated
by. Movingthesieveupanddownfor50timeswithin2min.The
dried. Weightofthesoilremainingonthe2mmsieve (> 2mmaggre -
.Gates) waslargemacro-aggregates.Soilpassingthroughthe2mm
sieve. Wastransferredintoa0.25mmsievetodeterminethesmall
macro-aggregates. (0.25 - 2mm) usingthesamesievingprocedure.
Finally. Witha0.053mmsieveandthesamesievingprocedure
the,, Fractionsofmicro-aggregates (0.053 - 0.25mm) andsilt-and -
clay. Micro-aggregates (< 0.053mm) wereobtained.Theaggregate
fractions wereoven-driedat50 cream C andweighedtocalculatethe
.Proportion ofwater-stableaggregatesforeveryparticlesize.
Percentage. Ofaggregatedestruction (PAD) wasdeterminedas
follows (Zhang, andHorn 2001):