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The development of suitable cyclic loading and boundary conditions for ballast box tests

Dissertation (MEng)--University of Pretoria, 2018.

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Other Authors: Grabe, P.J. (Hannes)
Format: Thesis
Language:English
Published: University of Pretoria 2019
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access_status_str Open Access
author2 Grabe, P.J. (Hannes)
author_browse Grabe, P.J. (Hannes)
author_facet Grabe, P.J. (Hannes)
collection Thesis
dc_rights_str_mv © 2019 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MEng)--University of Pretoria, 2018.
format Thesis
id oai:repository.up.ac.za:2263/70988
institution University of Pretoria (South Africa)
language English
last_indexed 2026-06-10T12:37:51.914Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2019
publishDateRange 2019
publishDateSort 2019
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/70988 The development of suitable cyclic loading and boundary conditions for ballast box tests Grabe, P.J. (Hannes) u11222213@tuks.co.za Jideani, Timothy Chimnyere Uchechukwu UCTD Engineering, built environment and information technology theses SDG-09 SDG-09: Industry, innovation and infrastructure Dissertation (MEng)--University of Pretoria, 2018. Laboratory tests on ballast give insight into the behaviour and performance of the ballast layer under passenger and heavy haul traffic. It is important, however, to ensure that the simulation of train loads on the ballast layer in the laboratory represents in situ loading conditions. With adequate, representative loading in the laboratory, the settlement, stiffness, modulus and overall performance of the ballast layer can be estimated and predicted in the future. However, a review of current laboratory tests on ballast reveals that these do not employ the approximate in situ loading conditions. Furthermore, adequate ballast confinement in laboratory tests should model the confinement along the track as this gives an indication of an ideal response of the ballast layer in situ as well as its impact on track structure deterioration. The objective of this study was therefore to develop suitable cyclic loading and boundary conditions for ballast box tests in the laboratory which would represent similar conditions in the field. Literature studies reveal the typical train loading pattern at the rail seat (referred to as the Field loading (FL) pattern) which comprises of four load pulses with frequency depending on the wheel configuration. The FL pattern was compared with four alternative haversine loading patterns namely Laboratory Loading (Lab. L), Impulse Haversine Loading (IHL), Haversine Loading (HL) and Adjusted Haversine Loading (AHL) patterns. As a result of the complex shape of the FL pattern, a suitable alternative loading pattern was determined by comparing the rates of axial deformation caused by the FL pattern and an alternative loading pattern. It was found that the AHL pattern caused a similar rate of strain accumulation as the FL pattern. Furthermore, increasing the rest period interval between load cycles decreases the rate of ballast settlement. Suitable boundary conditions for the ballast layer were assessed by varying the level of lateral confinement while monitoring the rate of strain accumulation and the degree of ballast breakage. A fully confined ballast layer (100 % lateral confinement) produced limited axial deformation and less ballast breakage in comparison to a ballast layer with no lateral confinement. Ballast settlement increased by 150 % when the lateral confinement in the ballast box tests were reduced from 100 % to 0%. The changes in vertical pressure at the base of the ballast layer were investigated at different levels of confinement. Average vertical pressures of ~4800 kPa was observed for 0 % laterally confined ballast, while average vertical pressures of ~3800 kPa was observed for a fully confined ballast layer. The laboratory loading pattern developed in this research could provide accurate predictions of the long term behaviour of ballast as well as aiding the planning for subsequent ballast maintenance interventions based on realistic and accurate laboratory test results. Civil Engineering MEng Unrestricted 2019-08-12T11:18:44Z 2019-08-12T11:18:44Z 2019/04/11 2018 Dissertation Jideani, TCU 2018, The development of suitable cyclic loading and boundary conditions for ballast box tests, MEng Dissertation, University of Pretoria, Pretoria, viewed yymmdd <http://hdl.handle.net/2263/70988> A2019 http://hdl.handle.net/2263/70988 en © 2019 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. application/pdf University of Pretoria
spellingShingle UCTD
Engineering, built environment and information technology theses SDG-09
SDG-09: Industry, innovation and infrastructure
The development of suitable cyclic loading and boundary conditions for ballast box tests
title The development of suitable cyclic loading and boundary conditions for ballast box tests
title_full The development of suitable cyclic loading and boundary conditions for ballast box tests
title_fullStr The development of suitable cyclic loading and boundary conditions for ballast box tests
title_full_unstemmed The development of suitable cyclic loading and boundary conditions for ballast box tests
title_short The development of suitable cyclic loading and boundary conditions for ballast box tests
title_sort development of suitable cyclic loading and boundary conditions for ballast box tests
topic UCTD
Engineering, built environment and information technology theses SDG-09
SDG-09: Industry, innovation and infrastructure
url http://hdl.handle.net/2263/70988