Results 111 to 120 of about 5,697 (157)
Minimum and Maximum Void Ratios of Sand-Rubber and Crushed Concrete-Rubber Mixtures. [PDF]
Kowalska M +4 more
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Mechanical carbon emission assessment during prefabricated building deconstruction based on BIM and multi-objective optimization. [PDF]
Huang B, Zhang H, Yang W, Ye H, Jiang B.
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Enhancing the properties of swelling soils with lime, fly ash, and expanded polystyrene -A review. [PDF]
Utkarsh, Jain PK.
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Design and Performance of Earthwork and Foundations for the Squaw Rapids Development
Canadian Geotechnical Journal, 1967exaly +2 more sources
The design of plane earthwork structures on pile foundations
geotechnik, 2021AbstractA newly developed design concept for plane earthwork structures on pile foundations is presented. This design concept is based on a complex mathematical background that has been derived using fundamental mechanical principles. The mechanical system comprises the arching effect in a plane earthwork structure on punctual supports. It incorporates
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Soil profile mapping in relation to site evaluation for foundations and earthworks
Bulletin of the International Association of Engineering Geology, 1980Site evaluation for foundations and earthworks requires more detailed investigation than that required for the preparation of general purpose engineering geological maps. It is generally best carried out in several stages, all of which must take account of the functional requirements of the structure planned at the site and the practical problems which
A. Marsland, A. McGown, E. Derbyshire
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Chalk in Earthworks and Foundations
1966This title is part of the ICE Publishing complete digital collection - helping ensure access to essential engineering content from past to present. Proceedings of a symposium held on 22 April 1965 This title is not currently available in print.
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Role of the Calculated Risk in Earthwork and Foundation Engineering
Journal of the Soil Mechanics and Foundations Division, 1965The meaning of the term calculated risk is first explored and the terms unknown risk and human risk are introduced. Several case histories are then reviewed for the purpose of demonstrating the importance of risks in earthwork and foundation engineering.
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