Bentley’s hydraulics and hydrology software provides users with a common software interface whether they are developing water, sewer, or stormwater networks. This means that once modelers learn one product, they can use any product from the hydraulic and hydrology portfolio, without the need for significant additional software training.
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Author: Ronald F. Gibson | Size: 15.88 MB | Format:PDF | Quality:Unspecified | Publisher: Mc Graw-Hill | Year: 1994 | pages: 446 | ISBN: O-07-023451-5
Principles of Composite Material Mechanics, Third Edition presents a unique blend of classical and contemporary mechanics of composites technologies. While continuing to cover classical methods, this edition also includes frequent references to current state-of-the-art composites technology and research findings.
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The DFI Journal is a peer-reviewed publication of high-quality papers related to the broad area of deep foundations engineering and construction. Papers are welcome on topics of interest to the geo-professional community related to all systems designed and constructed for the support of heavy structures and excavations. The publication is a milestone in our ongoing effort to be the information resource for design and construction of foundations and excavations, and helps position DFI and its members as authorities in the industry. The content includes practice-oriented papers, opinion papers, forums, technical notes, discussions and book reviews.
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Concrete is one of the most important building materials of our times. Concrete products and precast elements that are prefabricated on an industrial scale fully utilise the performance potential of concrete whilst offering major benefits with regard to the construction process. The flexible use of prefabricated concrete products results in a continuously increasing diversity with respect to:
– fresh concrete mix designs and properties,
– external geometry and design,
– surface finishes in terms of colour and design and
– characteristics of the finished product (quality).
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Structural behaviour of residual soils of the continually wet Highlands of Papua New Guinea
Author: K. B. Wallace
Source: Géotechnique, Volume 23, Issue 2, 01 June 1973 , pages 203 –218
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(1) This European Standard applies to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.
(2) The concrete under this European Standard can be:
normal-weight, heavy-weight and light-weight;
mixed on site, ready-mixed or produced in a plant for precast concrete products; compacted or self-compacting to retain no appreciable amount of entrapped air other than entrained air.
(3) This standard specifies requirements for:
the constituents of concrete;
the properties of fresh and hardened concrete and their verification;
the limitations for concrete composition;
the specification of concrete;
the delivery of fresh concrete;
the production control procedures;
the conformity criteria and evaluation of conformity.
(4) Other European Standards for specific products e.g. precast products or for processes within the field of the scope of this standard may require or permit deviations.
(5) Additional or different requirements may be given for specific applications in other European Standards, for example:
concrete to be used in roads and other trafficked areas (e.g. concrete pavements according to EN 13877–1);
special technologies (e.g. sprayed concrete according to EN 14487).
(6) Supplementing requirements or different testing procedures may be specified for specific types of concrete and applications, for example:
concrete for massive structures (e.g. dams);
dry mixed concrete;
concrete with a Dmax of 4 mm or less (mortar);
self-compacting concretes (SCC) containing lightweight or heavy-weight aggregates or fibres;
concrete with open structure (e. g. pervious concrete for drainage).
(7) This standard does not apply to:
aerated concrete;
foamed concrete;
concrete with density less than 800 kg/m3;
refractory concrete.
(8) This standard does not cover health and safety requirements for the protection of workers during production and delivery of concrete.
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