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The bearing capacity of surface strip foundations on geogrid-reinforced sand and clay — a comparative study (1994)

Das, B. M. ; Shin, E. C. ; Omar, M. T.

Springer

Geotechnical and geological engineering 12 (1994), S. 1-14

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ISSN: 1573-1529

Schlagwort(e): Clay ; geogrid ; reinforcement depth ; reinforcement width ; sand ; ultimate bearing capacity

Quelle: Springer Online Journal Archives 1860-2000

Thema: Geologie und Paläontologie

Notizen: Summary Laboratory model test results for the ultimate bearing capacity of a strip foundation supported by geogrid-reinforced sand and saturated clay are presented. One type of geogrid only was used for all the tests. On the basis of the model test results, the optimum depth and width of reinforcing layers and the optimum depth of the location of the first layer of the geogrid in sand and saturated clay were determined and compared.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1007/BF00425933

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Digitale Medien

Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand (1992)

Khing, K. H. ; Das, B. M. ; Yen, S. C. ; [weitere]

Springer

Geotechnical and geological engineering 10 (1992), S. 257-271

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ISSN: 1573-1529

Schlagwort(e): Geogrid ; group efficiency ; sand ; strip foundation ; ultimate bearing capacity

Quelle: Springer Online Journal Archives 1860-2000

Thema: Geologie und Paläontologie

Notizen: 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.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1007/BF00880704

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Digitale Medien

Laboratory model tests for cyclic load-induced settlement of a strip foundation on a clayey soil (1996)

Das, B. M. ; Shin, E. C.

Springer

Geotechnical and geological engineering 14 (1996), S. 213-225

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ISSN: 1573-1529

Schlagwort(e): Clay ; cyclic load ; settlement ; strip foundation ; ultimate bearing capacity

Quelle: Springer Online Journal Archives 1860-2000

Thema: Geologie und Paläontologie

Notizen: Abstract Laboratory model test results are presented for the cyclic load-induced settlement of a strip foundation supported by a saturated clayey soil. In performing the tests, the foundation was initially subjected to an allowable static load, after which a cyclic load with a frequency of one cycle per second was superimposed on it. The magnitudes of the static load and the amplitude of the cyclic load were varied. Based on the model test results, relationships for the foundation settlement and intensities of the static and cyclic loads are presented.

Materialart: Digitale Medien

URL: http://dx.doi.org/10.1007/BF00452948

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