Briefing
Common laboratory procedures to prepare and cure stabilised soil specimens: a short review
Document identifier: oai:DiVA.org:ltu-77348
Access full text here:
10.1680/jgere.19.00035Keyword: Engineering and Technology,
Civil Engineering,
Geotechnical Engineering,
Teknik och teknologier,
Samhällsbyggnadsteknik,
Geoteknik,
Soil specimens,
Binder,
Stabilised soil,
Laboratory procedures,
Soil MechanicsPublication year: 2020Relevant Sustainable Development Goals (SDGs):
The SDG label(s) above have been assigned by OSDG.aiAbstract: Soil stabilisation is used extensively to improve the physical and mechanical properties of soils to achieve the desired strength and durability properties. During the design process, laboratory investigation is conducted firstly to obtain an enhancement in soil strength and stiffness, in addition to the type and amount of binder required. The methods of preparing and curing specimens of soil–binder mixtures directly influence the properties of the stabilised soils. The most common laboratory protocols used for preparing and curing the specimens of stabilised soil are presented in this short review. The review focuses on several aspects such as homogenisation of the natural soil, mixing type and duration, mould type, moulding techniques and curing time and condition. This review can assist various construction projects that deal with soil improvement to choose an appropriate method for preparing and curing a soil–binder mixture to simulate the field conditions as much as possible and obtain uniform soil–binder mixtures.
Authors
Wathiq Al-Jabban
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Jan Laue
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Sven Knutsson
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Nadhir Al-Ansari
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Documents attached
|
Click on thumbnail to read
|
Record metadata
Click to view metadata
header:
identifier: oai:DiVA.org:ltu-77348
datestamp: 2021-04-19T13:07:05Z
setSpec: SwePub-ltu
metadata:
mods:
@attributes:
version: 3.7
recordInfo:
recordContentSource: ltu
recordCreationDate: 2020-01-10
identifier:
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-77348
10.1680/jgere.19.00035
2-s2.0-85082393593
titleInfo:
@attributes:
lang: eng
title: Briefing
subTitle: Common laboratory procedures to prepare and cure stabilised soil specimens: a short review
abstract: Soil stabilisation is used extensively to improve the physical and mechanical properties of soils to achieve the desired strength and durability properties. During the design process laboratory investigation is conducted firstly to obtain an enhancement in soil strength and stiffness in addition to the type and amount of binder required. The methods of preparing and curing specimens of soil–binder mixtures directly influence the properties of the stabilised soils. The most common laboratory protocols used for preparing and curing the specimens of stabilised soil are presented in this short review. The review focuses on several aspects such as homogenisation of the natural soil mixing type and duration mould type moulding techniques and curing time and condition. This review can assist various construction projects that deal with soil improvement to choose an appropriate method for preparing and curing a soil–binder mixture to simulate the field conditions as much as possible and obtain uniform soil–binder mixtures.
subject:
@attributes:
lang: eng
authority: uka.se
topic:
Engineering and Technology
Civil Engineering
Geotechnical Engineering
@attributes:
lang: swe
authority: uka.se
topic:
Teknik och teknologier
Samhällsbyggnadsteknik
Geoteknik
@attributes:
lang: eng
topic: soil specimens
@attributes:
lang: eng
topic: Binder
@attributes:
lang: eng
topic: stabilised soil
@attributes:
lang: eng
topic: laboratory procedures
@attributes:
lang: swe
authority: ltu
topic: Geoteknik
genre: Research subject
@attributes:
lang: eng
authority: ltu
topic: Soil Mechanics
genre: Research subject
language:
languageTerm: eng
genre:
publication/review-article
ref
note:
Published
4
Validerad;2020;Nivå 2;2020-04-06 (johcin)
name:
@attributes:
type: personal
authority: ltu
namePart:
Al-Jabban
Wathiq
role:
roleTerm: aut
affiliation:
Luleå tekniska universitet
Geoteknologi
nameIdentifier: watalh
@attributes:
type: personal
authority: ltu
namePart:
Laue
Jan
role:
roleTerm: aut
affiliation:
Luleå tekniska universitet
Geoteknologi
nameIdentifier:
janlau
0000-0003-1935-1743
@attributes:
type: personal
authority: ltu
namePart:
Knutsson
Sven
1948-
role:
roleTerm: aut
affiliation:
Luleå tekniska universitet
Geoteknologi
nameIdentifier:
svek
0000-0002-1365-8552
@attributes:
type: personal
authority: ltu
namePart:
Al-Ansari
Nadhir
1947-
role:
roleTerm: aut
affiliation:
Luleå tekniska universitet
Geoteknologi
nameIdentifier:
nadhir
0000-0002-6790-2653
originInfo:
dateIssued: 2020
publisher: Institution of Civil Engineers (ICE)
place:
placeTerm: UK
relatedItem:
@attributes:
type: host
titleInfo:
title: Geotechnical Research
identifier: 2052-6156
part:
detail:
@attributes:
type: volume
number: 7
@attributes:
type: issue
number: 1
extent:
start: 3
end: 10
location:
url: https://doi.org/10.1680/jgere.19.00035
url: http://ltu.diva-portal.org/smash/get/diva2:1384793/FULLTEXT01.pdf
accessCondition:
gratis
gratis
physicalDescription:
form: electronic
typeOfResource: text