Search results for "shallow foundations"

showing 2 items of 2 documents

Centrifuge tests on strip footings on sand with a weak layer

2017

Tests on small-scale physical models of a strip footing resting on a dense sand bed containing a thin horizontal weak soil layer were carried out at normal gravity (1 g ). The results, reported in a companion paper, point out that the weak layer plays an important role in the failure mechanism and the ultimate bearing capacity of the footing if it falls within the ground volume relevant to the behaviour of the sand–footing system. The same problem was also investigated by means of centrifuge tests on reduced-scale models at 25 g and 40 g . The results of these tests, reported and discussed in this paper, confirm that failure mechanisms are governed substantially by the presence of the weak…

CentrifugeGravity (chemistry)Physical modelgeotechnical engineering models (physical)shallow foundationsSettore ICAR/07 - Geotecnicageotechnical engineering0211 other engineering and technologiesgeotechnical engineering/models (physical)/shallow foundations02 engineering and technologyGeotechnical Engineering and Engineering GeologyCritical valueNO020303 mechanical engineering & transports0203 mechanical engineeringShallow foundationVolume (thermodynamics)Geotechnical engineeringBearing capacitymodels (physical)Layer (electronics)Geology021101 geological & geomatics engineeringshallow foundations
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The bearing capacity of footings on sand with a weak layer

2017

Minor details of the ground, such as thin weak layers, shear bands and slickensided surfaces, can substantially affect the behaviour of soil–footing and other geotechnical systems, despite their seeming insignificance. In this paper, the influence of the presence of a thin horizontal weak layer on the ultimate bearing capacity of a strip footing on dense sand is investigated by single-gravity tests on small-scale physical models of the soil–footing system. The test results show that the weak layer strongly influences both the failure mechanism and the ultimate bearing capacity if its depth is lower than about four times the footing width. It is found that the presence of a thin weak layer …

021110 strategic defence & security studiesPhysical modelSettore ICAR/07 - Geotecnica0211 other engineering and technologiesFailure mechanism02 engineering and technologyGeotechnical Engineering and Engineering Geologymodels (physical) shallow foundationsShallow foundationShear (geology)Geotechnical engineeringBearing capacityGeology021101 geological & geomatics engineeringGeotechnical Research
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