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  • 1990-1994  (3)
  • Clay  (2)
  • Bearing capacity  (1)
  • Taxaceae
  • 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)
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  • 2
    Electronic Resource
    Electronic Resource
    The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement (1994)
    Springer
    Geotechnical and geological engineering 12 (1994), S. 133-141 
    Details
    ISSN: 1573-1529
    Keywords: Bearing capacity ; bearing capacity ratio ; geogrid reinforcement ; model test
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Notes: Summary Laboratory model test results for the ultimate bearing capacity of surface strip foundations on geogrid-reinforced sand and unreinforced sand are presented. A fine uniform sand and one type of geogrid (Tensar BX1000(SSO)) were used for the tests. The width of the foundation and the relative density of sand were varied to determine their effects on the bearing capacity ratio. It was found that the bearing capacity ratio of the sand-geogrid system decreased with an increase in foundation width. However, above a certain foundation width (130–140 mm) a practically constant value of bearing capacity ratio was observed.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00429771
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    Paper (German National Licenses)
    Fulltext
  • 3
    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
    Library Location Call Number Volume/Issue/Year Availability
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    Paper (German National Licenses)
    Fulltext
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