<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/CINECAstyle.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-23T04:26:20Z</responseDate><request verb="GetRecord" identifier="oai:iris.unica.it:11584/266694" metadataPrefix="oai_dc">https://iris.unica.it/oai/request</request><GetRecord><record><header><identifier>oai:iris.unica.it:11584/266694</identifier><datestamp>2022-10-15T19:57:03Z</datestamp><setSpec>com_11584_207615</setSpec><setSpec>com_11584_111066</setSpec><setSpec>col_11584_265854</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>Use of local available material for inverted pavement technique</dc:title>
<dc:creator>CONTU, ALESSIO</dc:creator>
<dc:subject>costruzioni stradali</dc:subject>
<dc:subject>pavement design</dc:subject>
<dc:subject>Settore ICAR/04 - Strade, Ferrovie ed Aeroporti</dc:subject>
<dc:description>This research has the purpose to build infrastructures by using new techniques, new materials&#xd;
and to start a sustainable design with the utilization of local resources. The project also aims&#xd;
to minimize the use of non-renewable sources as hot mix asphalt.&#xd;
Concerning the materials, it is particularly highlighted the use of stone materials available in&#xd;
the Region of Sardinia, currently extracted to create infrastructures and bitumen layers. New&#xd;
techniques have been studied to build up infrastructures such as the Inverted Pavement&#xd;
Technique used in South Africa for more than 30 years. In particular we focused on the&#xd;
realization of the G1 Layer for this paving.&#xd;
Through this work, we are willing to determine the possible use of the materials present in&#xd;
Sardinia to build Inverted Pavement infrastructure. The target is to better use the local&#xd;
obtainable resources in terms of aggregates, trying to make the most of their mechanical and&#xd;
physical features.&#xd;
During the research, a great attention was focused on the illustration of different typologies of&#xd;
paving currently used in Europe and in South Africa, specially those realized through base&#xd;
layers with granular material, examining in depth the anisotropic property of granular bases&#xd;
too. A panoramic of the property of road construction material used in South Africa is&#xd;
presented, by analyzing the issues linked to the type of minerals that are in the rocks and the&#xd;
way through which they affect the resistance and durability of one layer of the paving.&#xd;
In the first phase of the study, we concentrated on the specification of the kinds of materials&#xd;
mined in Sardinia and their location. Then, we chose to investigate about the following&#xd;
materials: andesite, basalt, quartzite, trachite, dolomite and ignimbrite. All these are materials&#xd;
with good features such as mechanical endurance and durability.&#xd;
An in-depth bibliographic research was done about the 'Inverted Pavement’ technique for&#xd;
understanding the behavior of this type of paving during the useful life, compared to a&#xd;
traditional paving. The building technique of the G1 layer was mainly examined, because&#xd;
some phases, such as that called "slushing", are considered complex and the main point for&#xd;
the good result of layer and the whole superstructure.&#xd;
To make sure the material is suitable, we referred to South-African regulations and we carried&#xd;
all the mechanical tests foreseen to categorize it as G1. Chemical analyses and thin sections&#xd;
were analyzed, because they are considered preliminary characterizations on the study of&#xd;
materials. Some triaxial tests were performed with several confining pressures to define the elastic modulus and other strength parameters.Anyway it is not enough to comparison chemistry and petrography to establish that a material&#xd;
is suitable. For this reason, were done other physical-mechanical laboratory tests. Two test&#xd;
sections of Inverted Pavements realized in Atlanta, using granite, were examined and were&#xd;
done some laboratory tests on material. From the monitoring of these two test sections and&#xd;
from the result of tests, it emerged that Inverted pavement has performances greater than&#xd;
conventional paving and that other kinds of materials can be used for realization.</dc:description>
<dc:date>2016-03-23</dc:date>
<dc:type>info:eu-repo/semantics/doctoralThesis</dc:type>
<dc:identifier>http://hdl.handle.net/11584/266694</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>numberofpages:127</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:publisher>Università degli Studi di Cagliari</dc:publisher>
<dc:rights>license:Non specificato</dc:rights>
</oai_dc:dc></metadata></record></GetRecord></OAI-PMH>