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Concrete Basics
Communities around the world rely on concrete as a safe, strong and simple building material. It is used in all types of construction; from domestic work to multi-storey office blocks and shopping complexes.
Despite the common usage of concrete, few people are aware of the considerations involved in designing strong, durable, high quality concrete.
Concrete Basics aims to provide a clear, concise explanation of all aspects of making quality concrete; from the Materials and Properties involved through Planning, Preparation, Finishing and Curing.
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Free Magazine January Issue...
The Australian Pipeliner January 2011
Pipe-jacked: the Northern Pipeline Interconnector The Northern Network Alliance is completing one of the final links in the South East Queensland Water Grid – Stage 2 of the Northern Pipeline Interconnector. Involving the longest single pipe-jacked microtunnel in the southern hemisphere, the project has posed numerous challenges. The Northern Pipeline Interconnector (NPI) – Stage 2 [...]
About Standards
Deadly Gas Main Blast»
AWWA M11 – Steel Pipe—A Guide for Design and Installation»
BS EN 1295-1 – Structural design of buried pipelines under various conditions of loading»
API RP 1102 – Steel Pipelines Crossing Railroads and Highways»
AS/NZS 2566 – Buried Flexible Pipelines»
Civil Engineering Formulas
Now you can get a single compilation of all essential civil engineering formulas and equations in one easy-to-use portable reference. More than three-quarters of the material in Tyler Hicks Civil Engineering Formulas Pocket Guide is in the form of formulas, tables, and graphs, presented in SI and USCS formats. Each chapter,… »
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The ALA has developed three new guidelines to provide utility system owners and operators with guidance on defining the scope of actions necessary to assess system performance… »
Design Guideline for Buried Steel Pipe
This guideline presents design provisions for use in evaluating the integrity of buried pipelines for a range of applied loads. Both new and existing welded buried pipe… »
Seismic Design and Retrofit of Piping Systems
The guide addresses the seismic design of piping systems or the retrofit of existing piping systems. The purpose of seismic design or retrofit is to assure that in case of… »
Introduction (to Specifications and Technical Standards) (06/09)
Provision for Traffic (06/09)
Drainage, Retaining Structures and Protective Treatments (06/09)
General Earthworks (06/09)
Unbound Pavements (06/09)
Reinforced Soil Structures (06/09)
Insitu Stabilised Subgrades Using quicklime or Hydrated Lime (06/09)
Insitu Stabilised Pavements Using Cement or Cementitious Blends (06/09)
Insitu Stabilised Pavements Using Foam Bitumen (06/09)
Plant-Mixed Stabilised Pavements Using Cement (06/09)
Sprayed Bituminous Surfacing (Excluding Emulsions) (06/09)
Sprayed Bitumen Emulsion Surfacing (06/09)
Bituminous Slurry Surfacing (06/09)
Road Furniture (06/09)
Road Furniture (Steel Work) (06/09)
Noise Fences (06/09)
A Risk Management Standard
This Risk Management Standard is the result of work by a team drawn from the major risk management organisations in
the UK – The Institute of Risk Management (IRM),The Association of
Insurance and Risk Managers (AIRMIC) and ALARM The National Forum for
Risk Management in the Public Sector.
In addition, the team sought the views and opinions… »
There are a number of very real risks to information systems, but they are not absolute. There is a chance of any system being subject to attack, but it isn’t certain. You are not subject to the whims of the attacker or of nature, there… »
Friday, October 8th, 2010
Foundation Requirements, which must be established by the engineer, will vary with site conditions, height of gabion structure, etc. Generally, the top layer of soil is stripped until a layer of the required bearing soil strength is reached. In some cases, the foundation may consist of suitable fill material compacted to a minimum of 95… »
Retaining Walls & StructuresFriday, October 8th, 2010
A retaining wall is a structure which holds back material on one side. These are particularly useful where there is a change in level within a restricted area and insufficient space for banks of appropriate slope. They can also be used to good effect where ground conditions are such that a ...
