EARTH-WALL CONSTRUCTION - Bulletin 5 - CSIRO-2 National Building Technology Centre
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CSIRO—2
National Building Technology Centre
Bulletin 5
EARTH-WALL CONSTRUCTION
FOURTH EDITION
This is a free 8 page sample. Access the full version online.This is a free 8 page sample. Access the full version online.
NATIONAL BUILDING TECHNOLOGY CENTRE
P.O. BOX 30 CHATSWOOD 2057
FAX: 888 9335
TELEX: AA123400
PHONE: 888 8888CSIRO—2
National Building Technology Centre
Bulletin 5
Earth-Wall Construction
FOURTH EDITION
G.F. Middleton
Revised by L.M. Schneider
1987
This is a free 8 page sample. Access the full version online.
IThis is a free 8 page sample. Access the full version online.
First published 1952
Second edition 1976
Reprinted 1980
Third edition 1981
Republished 1982
Republished 1983
Fourth edition 1987
ISBN 0 642 12289 X
Commonwealth of Australia
Department of Industry, Technology and Commerce
IICONTENTS
Introduction
Section 1 — Scope and General Section 4 — Rammed-Earth (Pise) Construction
1.1 Scope
1.2 Site selection 4.1 Preparation of soil
1.3 Orientation for solar design 4.2 Formwork
1.4 Footings 4.3 Compaction
1.5 Damp-proof course 4.4 General considerations
1.6 Lintels 4.5 Holding-down bolts
1.7 Holding-down bolts and top plate
1.8 Chimneys and fireplaces Section 5 — Mud Brick (Adobe) Construction
1.9 Fixing of doors and windows
1.10 Wet areas 5.1 Preparation of soil
1.11 Fixing to walls 5.2 Moulding blocks
1.12 Coatings 5.3 Laying blocks
1.13 Installation of services 5.4 Holding-down bolts
1.14 Garden walls and boundary fences
1.15 Reinforcement Section 6 — Pressed Soil Block Construction
1.16 Cyclone-resistant construction
1.17 Earthquake-resistant construction 6.1 Cinva-ram construction
1.18 Frame construction 6.1.1 Preparation of soil
1.19 Protected walls 6.1.2 Moulding of blocks
6.1.3 Mortar
Section 2 — Selection of Soil 6.1.4 Wall construction
6.2 Mechanically pressed-soil block
2.1 The nature of soil construction
2.2 Artificial soils 6.2.1 Block-making machines
2.3 Soil stabilisation 6.2.2 Preparation of the soil
2.3.1 General 6.2.3 Moulding of blocks
2.3.2 Clay stabilisation 6.2.4 Mortar
2.3.3 Cement stabilisation 6.2.5 Wall construction
2.3.4 Bituminous stabilisation 6.2.6 Holding-down bolts
2.3.5 Lime stabilisation
2.3.6 Chemical stabilisation Appendix
2.4 Assessment of soils
2.4.1 General A— Method of determining the necessary depth of
2.4.2 Soils for mud brick (adobe) embedment at holding-down bolts
2.4.3 Soils for rammed-earth (pise)
2.4.4 Soils for machine made blocks B— The composition and method of application of
2.4.4.1 Cement-stabilised pressed blocks cement-render coats to earth-wall construction
2.4.4.2 Unstabilised pressed blocks
2.5 Dimensional consistency C— Bituminous stabilisation of soils
Section 3 — Design Criteria D— Accelerated erosion test
3.1 General E— Method for determination of compressive
strength
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3.2 Durability
3.3 Structural properties
3.3.1 Structural values F— Metricated summary of Table 10 from report
3.3.2 Distance between openings BMS 78 ‘Structural, heat transfer and water
3.3.3 Design for wind loading permeability properties of five earth-wall
3.4 Fire resistance constructions’, National Bureau of Standards,
3.4.1 Fire rating U.S. Department of Commerce, 1941.
3.4.2 Combustibility
3.5 Air-borne sound transmission G— Determination of density of rammed earth
3.6 Thermal properties
3.6.1 Insulation
3.6.2 Thermal mass
IIIThis is a free 8 page sample. Access the full version online.
Cover Photo: Holiday units on Kangaroo Island Courtesy of Terrastone Pty. Ltd.
IVIntroduction
This publication first appeared as the • while earth-wall construction is generally
Commonwealth Experimental Building Station’s accepted by all levels of government in
Bulletin 5, Earth-wall Construction by G.F. Australia some councils still have reservations
Middleton (1952). about its durability and structural adequacy and
insist on excessively wide eaves or verandahs
With metrication of the building industry in and post and beam construction. Sections 3.2
Australia in the 70s a second metricated edition was and 3.3 should dispel any such doubts.
produced in 1976. This second edition contained
some minor editorial changes but no change to the • as stated above, when the third edition was
technical content other than metrication. published in 1981 the Cinva-ram was the only
pressed-block machine in common use. A
The revival of interest in earth-wall construction that variety of machines are available now and
resulted from the energy crisis of the 70s, the pressed blocks are bei ng produced
growing environmental consciousness and the high commercially in quite significant numbers.
cost of borrowing money highlighted the inadequacy Section 6 has been expanded to describe the
of the information in this 2nd edition and the types of machines available and appropriate
decision was taken to revise it. quality requirements are specified in Section 2.
The third edition which was published in May 1981 • where other more complete information is
set out evaluation procedures for the mud-brick available and should be used that information is
(adobe) rammed-earth (pise) and Cinva-ram methods referred to and the inadequate information in
of construction and these procedures were generally the third edition has been deleted from this
accepted by Local Government for approval of the edition. For example footings for houses should
construction methods. be designed in accordance with AS 2870 using
the equivalencies given in Table 1.1. Similarly
The Cinva-ram was the only pressed-block machine no attempt has been made to cover solar,
mentioned in the third edition as it was the only earthquake or cyclone design.
machine in common use at the time. Mechanical
presses had been used in the 60s, notably by the The provisions of this Bulletin are of necessity
Northern Territory Housing Commission, but their generalised and possibly conservative. They should
use had been discontinued. The Cinva-ram was not therefore preclude the use of more specific
developed in Bogota, Columbia, in the early 50s. information or more refined design by appropriately
However, it was not until the mid 70s that the first qualified and experienced persons. Nor are they
machines, made under licence in New Zealand, were intended to inhibit the development of new methods
imported into Australia. of construction.
Very significant developments have taken place in Finally the assistance of Professor Alan Rodger,
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earth-wall construction since the third edition was University of Melbourne, Messrs David Baggs, Ian
published and this fourth edition attempts to take Factor, David Oliver, Brian Woodward and Peter
cognisance of these developments and to provide Yttrup who reviewed the manuscript and offered
guidance for the industry in the future. The most many constructive comments, and the many
important of these developments and the earth-wall builders who have provided information
corresponding guidelines are as follows: (often without knowing it) is gratefully
acknowledged.
1SECTION 1
SCOPE AND GENERAL
1.1 Scope
1.2 Site selection
1.3 Orientation for solar design
1.4 Footings
1.5 Damp-proof course
1.6 Lintels
1.7 Holding-down bolts and top plate
1.8 Chimneys and fireplaces
1.9 Fixing of doors and windows
1.10 Wet areas
1.11 Fixing to walls
1.12 Coatings
1.13 Installation of services
1.14 Garden walls and boundary fences
1.15 Reinforcement
1.16 Cyclone-resistant construction
1.17 Earthquake-resistant construction
1.18 Frame construction
1.19 Protected walls
1.1 Scope
This Bulletin sets out the requirements and
capabilities of the pise (rammed earth), adobe (mud
brick) and pressed-soil block methods of earth-wall
construction for specifically Australian conditions.
Subject to compliance with these requirements and
capabilities the methods of construction can be used
for any of the classes of building defined in Part A3
of the Building Code of Australia (1986 Draft).
1.2 Site selection
Because of its vulnerability to prolonged contact
with water, earth-wall construction should not be
used on a site that is subject to flooding. If there is
any possibility of this, the soil should be
cement-stabilised as a precaution. General site
considerations are shown in Fig. 1.1.
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1.3 Orientation for passive solar heating
Earth-wall being a high mass type of construction,
has the capacity to be utilised to provide both
warmth and coolness.
To do this the building must be correctly designed,
built and managed.
For passive solar heating, orientation of glass areas
to the north is essential, the ideal orientation being
within 10 degrees of true north.
Solar design is a complex subject and is outside the Fig. 1.1-Typical site conditions
scope of this Bulletin.
2CSIRO 5 Earth-wall construction
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