Embedded Anchor Response to uplift Loading

Autor:	Roger C. Harvey, Eldon Burley, Andreas Andreadis
Rok vydání:	1981
Předmět:	Embedment business.industry General Engineering Anchoring Structural engineering Water pressure Pore water pressure Uplift pressure Lateral earth pressure Soil structure interaction Geotechnical engineering business Geology Soil mechanics
Zdroj:	Journal of the Geotechnical Engineering Division. 107:59-78
ISSN:	2690-246X 0093-6405
DOI:	10.1061/ajgeb6.0001090
Popis:	A number of factors which influence soil-anchor interaction are evaluated, and in addition, the extent of soil disturbance and the influence of pore water pressures during testing are assessed. Response under repeated and sustained-repeated loading is shown to be represented by a family of hyperbolic curves, and a failure criterion is determined by the critical strain condition below which a satisfactory response can still be subsequent to repeated loading. A strain dependent mechanism is used for defining behaviour under varying loading conditions which permits an assessment of anchor life when subjected to a package of projectd environmental conditions. Where possible the results are compared to those of other workers in the anchor field, and recommendations made which may lead to a better understanding of embedded systems.
Databáze:	OpenAIRE
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