Determining the bearing capacity of soil foundation reinforced by geogrid
نویسندگان
چکیده
منابع مشابه
Eccentrically loaded strip foundation on geogrid-reinforced sand
Results are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogridreinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test...
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This paper reports the results of model loading tests performed on an eccentrically loaded strip foundation supported by multi-layered geogrid-reinforced sand. Only one type of geogrid and sand at one relative density of compaction were considered. Based on the present laboratory test results, an empirical relationship for the reduction factor has been developed. This relationship can be used t...
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The study pertains to the investigation of the effect of embedment on the load carrying capacity and settlement of strip foundations on sand reinforced with geogrids. Geogrid being an inextensible reinforcing material is widely used all over the world mainly for retaining walls, abutments slope protection and below the foundation in poor soil. Some research works have been done the investigator...
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.............................................................................................................................. III ACKNOWLEDGMENTS ........................................................................................................... V TABLE OF CONTENTS .......................................................................................................... VII LIST OF FIG...
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This paper investigates response of triangular shell strip footings situated on the sandy slope. A series of reduced-scale plate load tests were conducted to cover different parameters including three shell footing types with different apex angles in addition to a flat footing, four different distances for strip footings from the crest of the slope namely “edge distance” and reinforcement statu...
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ژورنال
عنوان ژورنال: Magazine of Civil Engineering
سال: 2012
ISSN: 2071-4726,2071-0305
DOI: 10.5862/mce.30.4