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  • Articles: DFG German National Licenses  (4)
  • sand  (4)
  • 1
    Electronic Resource
    Electronic Resource
    The bearing capacity of surface strip foundations on geogrid-reinforced sand and clay — a comparative study (1994)
    Springer
    Geotechnical and geological engineering 12 (1994), S. 1-14 
    Details
    ISSN: 1573-1529
    Keywords: Clay ; geogrid ; reinforcement depth ; reinforcement width ; sand ; ultimate bearing capacity
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: 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.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00425933
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    Paper (German National Licenses)
    Fulltext
  • 2
    Electronic Resource
    Electronic Resource
    Transient loading-related settlement of a square foundation on geogrid-reinforced sand (1994)
    Springer
    Geotechnical and geological engineering 12 (1994), S. 241-251 
    Details
    ISSN: 1573-1529
    Keywords: Geogrid reinforcement ; sand ; surface foundation ; transient loading ; ultimate settlement
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00427055
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    Paper (German National Licenses)
    Fulltext
  • 3
    Electronic Resource
    Electronic Resource
    Interference effect of two closely-spaced shallow strip foundations on geogrid-reinforced sand (1992)
    Springer
    Geotechnical and geological engineering 10 (1992), S. 257-271 
    Details
    ISSN: 1573-1529
    Keywords: Geogrid ; group efficiency ; sand ; strip foundation ; ultimate bearing capacity
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: 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.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00880704
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    Paper (German National Licenses)
    Fulltext
  • 4
    Electronic Resource
    Electronic Resource
    A laboratory investigation into the settlement of a foundation on geogrid-reinforced sand due to cyclic load (1993)
    Springer
    Geotechnical and geological engineering 11 (1993), S. 1-14 
    Details
    ISSN: 1573-1529
    Keywords: Cyclic load ; geogrid ; sand ; settlement ; foundation
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Summary Laboratory model test results for permanent settlement of a shallow square foundation supported by geogrid-reinforced sand and subjected to cyclic loading are presented. During the application of the cyclic load, the foundation was subjected to a sustained static load. Tests were conducted with only one type of geogrid and at one relative density of compaction of sand. Based on the model test results, the nature of variation of the permanent settlement of the foundation with the intensity of the static loading and the amplitude of the cyclic load intensity are presented in a non-dimensional form.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00452917
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    Paper (German National Licenses)
    Fulltext
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