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  • 1990-1994  (3)
  • Clay  (2)
  • Geogrid reinforcement  (1)
  • Taxaceae
  • 1
    Electronic Resource
    Electronic Resource
    Ultimate uplift capacity of model rigid metal piles in clay (1993)
    Springer
    Geotechnical and geological engineering 11 (1993), S. 203-215 
    Details
    ISSN: 1573-1529
    Keywords: Clay ; inclined load ; metal pile ; rigid pile ; uplift capacity
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Summary Laboratory model test results for estimation of the ultimate uplift capacity of rigid metal piles embedded in a compacted near-saturated clayey soil are presented. The length-diameter ratio of the piles was varied from 10 to 15. The direction of the uplift load on the pile was varied from 0 to 50°. Based on the present test results and the results of existing model studies, an empirical relationship for estimating the pile uplift capacity has been presented.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00531251
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    Paper (German National Licenses)
    Fulltext
  • 2
    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)
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  • 3
    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
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