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K. H. Khing B. M. Das S. C. Yen V. K. Puri E. E. Cook 《Geotechnical and Geological Engineering》1992,10(4):257-271
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. 相似文献
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