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Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand

Khing, K. H. / Das, B. M. / Yen, S. C. / Puri, V. K. / Cook, E. E.

Summary Geotextiles and geogrids are now being used extensively in many civil engineering construction works. This study presents some laboratory model test results for the ultimate bearing capacity of an isolated, and two closely-spaced, strip foundations resting on unreinforced sand, and sand reinforced with layers of geogrid. Based on the model test results, the variation of the group efficiency with the centre-to-centre spacing of the foundation has been determined.

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Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand

Khing, K. H. / Das, B. M. / Yen, S. C. / Puri, V. K. / Cook, E. E.

Summary Geotextiles and geogrids are now being used extensively in many civil engineering construction works. This study presents some laboratory model test results for the ultimate bearing capacity of an isolated, and two closely-spaced, strip foundations resting on unreinforced sand, and sand reinforced with layers of geogrid. Based on the model test results, the variation of the group efficiency with the centre-to-centre spacing of the foundation has been determined.

Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand

Khing, K. H. / Das, B. M. / Yen, S. C. / Puri, V. K. / Cook, E. E.

Summary Geotextiles and geogrids are now being used extensively in many civil engineering construction works. This study presents some laboratory model test results for the ultimate bearing capacity of an isolated, and two closely-spaced, strip foundations resting on unreinforced sand, and sand reinforced with layers of geogrid. Based on the model test results, the variation of the group efficiency with the centre-to-centre spacing of the foundation has been determined.

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Titel:

Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand

Beteiligte:

Khing, K. H. (Autor:in) / Das, B. M. (Autor:in) / Yen, S. C. (Autor:in) / Puri, V. K. (Autor:in) / Cook, E. E. (Autor:in)

Erschienen in:

Geotechnical & Geological Engineering ; 10

Erscheinungsdatum:

1992

ISSN:

DOI:

https://doi.org/10.1007/BF00880704

Medientyp:

Aufsatz (Zeitschrift)

Format:

Print

Sprache:

Englisch

Schlagwörter:

sand , ultimate bearing capacity , group efficiency , strip foundation , Geogrid

Klassifikation:

BKL: 38.58 Geomechanik / 57.00 Bergbau: Allgemeines / 56.20 Ingenieurgeologie, Bodenmechanik
Lokalklassifikation TIB: 275/3750

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