A simple method for identifying the saturated-surface-dry state of filler

Ole Mejlhede Jensen

A simple method for identifying the saturated-surface-dry state of filler

Ole Mejlhede Jensen^*

^*Corresponding author for this work

Research output: Contribution to journal › Journal article › Research › peer-review

Abstract

This paper suggests a method for identifying the saturated-surface-dry state of filler. The technique has been tested on a material with particle sizes in the range 1-100 μm (No. 12000=3.9·10^-5 in.-No. 150) where the standard methods for fine aggregate (EN and ASTM) are not operational. For fine aggregate a comparison is made between the proposed method and the EN and ASTM methods.

Original language	English
Article number	SP326-12
Book series	American Concrete Institute. Publication SP
Volume	326
Pages (from-to)	12.1-12.10
ISSN	0193-2527
Publication status	Published - 2018

Keywords

Filler
Sand
Fine aggregate
Moisture content
Saturated-surface-dry
Water absorption

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title = "A simple method for identifying the saturated-surface-dry state of filler",

abstract = "This paper suggests a method for identifying the saturated-surface-dry state of filler. The technique has been tested on a material with particle sizes in the range 1-100 μm (No. 12000=3.9·10-5 in.-No. 150) where the standard methods for fine aggregate (EN and ASTM) are not operational. For fine aggregate a comparison is made between the proposed method and the EN and ASTM methods.",

keywords = "Filler, Sand, Fine aggregate, Moisture content, Saturated-surface-dry, Water absorption",

author = "Jensen, \{Ole Mejlhede\}",

year = "2018",

language = "English",

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T1 - A simple method for identifying the saturated-surface-dry state of filler

AU - Jensen, Ole Mejlhede

PY - 2018

Y1 - 2018

N2 - This paper suggests a method for identifying the saturated-surface-dry state of filler. The technique has been tested on a material with particle sizes in the range 1-100 μm (No. 12000=3.9·10-5 in.-No. 150) where the standard methods for fine aggregate (EN and ASTM) are not operational. For fine aggregate a comparison is made between the proposed method and the EN and ASTM methods.

AB - This paper suggests a method for identifying the saturated-surface-dry state of filler. The technique has been tested on a material with particle sizes in the range 1-100 μm (No. 12000=3.9·10-5 in.-No. 150) where the standard methods for fine aggregate (EN and ASTM) are not operational. For fine aggregate a comparison is made between the proposed method and the EN and ASTM methods.

KW - Filler

KW - Sand

KW - Fine aggregate

KW - Moisture content

KW - Saturated-surface-dry

KW - Water absorption

M3 - Journal article

SN - 0193-2527

VL - 326

SP - 12.1-12.10

JO - American Concrete Institute. Publication SP

JF - American Concrete Institute. Publication SP

M1 - SP326-12

ER -

A simple method for identifying the saturated-surface-dry state of filler

Abstract

Keywords

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