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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