Drystone retaining walls: ductile engineering structures with tensile strength

Paul F McCombie, Chris Mundell, Andrew Heath, Peter Walker

Research output: Contribution to journalArticle

11 Citations (Scopus)
87 Downloads (Pure)

Abstract

Drystone retaining walls are sustainable engineering structures constructed with locally obtained natural stone. They were commonly built with very slender profiles compared with modern mass-masonry structures, leading to a common belief among engineers that they have very low margins of safety. These structures remain critical to the transport infrastructure in many parts of the world, and have proven to be very durable, yet very few new drystone retaining walls are built, and walls which do fail are usually replaced with concrete constructions. We show that these walls are ductile even though their components are brittle, and in having tensile strength through the interlocking of their stones, even though they are assembled without any cohesive material such as mortar. These properties are critical to a proper understanding of their behaviour and durability. Full-scale testing of five drystone retaining walls has shown that bulging, most commonly regarded as a sign of incipient failure, begins as a ductile adaptation of the geometry to the loads imposed on it. Localised bulging can be a consequence of small defects in construction or foundation conditions, or concentrated loading, and may be sustained indefinitely in a wall which is in general well-constructed. These insights into the behaviour of walls allow the design of new walls which use materials efficiently, and enable existing walls to be kept in service, and may inspire new ways of achieving ductility in engineering materials.
Original languageEnglish
Article numberJEST4017
Pages (from-to)238-243
Number of pages6
JournalEngineering Structures
Volume45
Early online date2 Aug 2012
DOIs
Publication statusPublished - Dec 2012

Fingerprint

Retaining walls
Tensile strength
Mortar
Concrete construction
Ductility
Durability
Engineers
Defects
Geometry
Testing

Keywords

  • Retaining walls
  • Drystone
  • Ductility
  • Assessment

Cite this

Drystone retaining walls: ductile engineering structures with tensile strength. / McCombie, Paul F; Mundell, Chris; Heath, Andrew; Walker, Peter.

In: Engineering Structures, Vol. 45, JEST4017, 12.2012, p. 238-243.

Research output: Contribution to journalArticle

@article{c4f79a7420674fe7bc50e11ea2cbdcca,
title = "Drystone retaining walls: ductile engineering structures with tensile strength",
abstract = "Drystone retaining walls are sustainable engineering structures constructed with locally obtained natural stone. They were commonly built with very slender profiles compared with modern mass-masonry structures, leading to a common belief among engineers that they have very low margins of safety. These structures remain critical to the transport infrastructure in many parts of the world, and have proven to be very durable, yet very few new drystone retaining walls are built, and walls which do fail are usually replaced with concrete constructions. We show that these walls are ductile even though their components are brittle, and in having tensile strength through the interlocking of their stones, even though they are assembled without any cohesive material such as mortar. These properties are critical to a proper understanding of their behaviour and durability. Full-scale testing of five drystone retaining walls has shown that bulging, most commonly regarded as a sign of incipient failure, begins as a ductile adaptation of the geometry to the loads imposed on it. Localised bulging can be a consequence of small defects in construction or foundation conditions, or concentrated loading, and may be sustained indefinitely in a wall which is in general well-constructed. These insights into the behaviour of walls allow the design of new walls which use materials efficiently, and enable existing walls to be kept in service, and may inspire new ways of achieving ductility in engineering materials.",
keywords = "Retaining walls , Drystone , Ductility , Assessment",
author = "McCombie, {Paul F} and Chris Mundell and Andrew Heath and Peter Walker",
year = "2012",
month = "12",
doi = "10.1016/j.engstruct.2012.06.046",
language = "English",
volume = "45",
pages = "238--243",
journal = "Engineering Structures",
issn = "0141-0296",
publisher = "Elsevier",

}

TY - JOUR

T1 - Drystone retaining walls: ductile engineering structures with tensile strength

AU - McCombie, Paul F

AU - Mundell, Chris

AU - Heath, Andrew

AU - Walker, Peter

PY - 2012/12

Y1 - 2012/12

N2 - Drystone retaining walls are sustainable engineering structures constructed with locally obtained natural stone. They were commonly built with very slender profiles compared with modern mass-masonry structures, leading to a common belief among engineers that they have very low margins of safety. These structures remain critical to the transport infrastructure in many parts of the world, and have proven to be very durable, yet very few new drystone retaining walls are built, and walls which do fail are usually replaced with concrete constructions. We show that these walls are ductile even though their components are brittle, and in having tensile strength through the interlocking of their stones, even though they are assembled without any cohesive material such as mortar. These properties are critical to a proper understanding of their behaviour and durability. Full-scale testing of five drystone retaining walls has shown that bulging, most commonly regarded as a sign of incipient failure, begins as a ductile adaptation of the geometry to the loads imposed on it. Localised bulging can be a consequence of small defects in construction or foundation conditions, or concentrated loading, and may be sustained indefinitely in a wall which is in general well-constructed. These insights into the behaviour of walls allow the design of new walls which use materials efficiently, and enable existing walls to be kept in service, and may inspire new ways of achieving ductility in engineering materials.

AB - Drystone retaining walls are sustainable engineering structures constructed with locally obtained natural stone. They were commonly built with very slender profiles compared with modern mass-masonry structures, leading to a common belief among engineers that they have very low margins of safety. These structures remain critical to the transport infrastructure in many parts of the world, and have proven to be very durable, yet very few new drystone retaining walls are built, and walls which do fail are usually replaced with concrete constructions. We show that these walls are ductile even though their components are brittle, and in having tensile strength through the interlocking of their stones, even though they are assembled without any cohesive material such as mortar. These properties are critical to a proper understanding of their behaviour and durability. Full-scale testing of five drystone retaining walls has shown that bulging, most commonly regarded as a sign of incipient failure, begins as a ductile adaptation of the geometry to the loads imposed on it. Localised bulging can be a consequence of small defects in construction or foundation conditions, or concentrated loading, and may be sustained indefinitely in a wall which is in general well-constructed. These insights into the behaviour of walls allow the design of new walls which use materials efficiently, and enable existing walls to be kept in service, and may inspire new ways of achieving ductility in engineering materials.

KW - Retaining walls

KW - Drystone

KW - Ductility

KW - Assessment

UR - http://www.scopus.com/inward/record.url?scp=84864454057&partnerID=8YFLogxK

UR - http://dx.doi.org/10.1016/j.engstruct.2012.06.046

U2 - 10.1016/j.engstruct.2012.06.046

DO - 10.1016/j.engstruct.2012.06.046

M3 - Article

VL - 45

SP - 238

EP - 243

JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

M1 - JEST4017

ER -