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  • 1990-1994  (3)
  • Clay  (2)
  • Computed tomography  (1)
  • Taxaceae
  • 1
    Electronic Resource
    Electronic Resource
    Prognosis in traumatic intraventricular haemorrhage (1990)
    Springer
    Acta neurochirurgica 106 (1990), S. 48-51 
    Details
    ISSN: 0942-0940
    Keywords: Computed tomography ; head injury ; traumatic intraventricular haemorrhage ; prognosis
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine
    Notes: Summary Traumatic intraventricular haemorrhage (TVH) is rare. The clinical profile and prognosis in 16 patients with traumatic intraventricular haemorrhage after blunt head injury are evaluated. Majority of the patients (94%) had low Glasgow coma score (〈8) on admission and none had a lucid interval. CT showed haematoma adjacent to the foramen of Monroe in 5 patients and localised to the frontal horn or the body of the lateral ventricle in six. The mortality was 62.5% in this subgroup of patients with head injury. Our findings are compared to those of previous reports in the literature. The poor prognosis of cases with TVH reflects the severity of trauma and general brain damage and is probably not related only to the intraventricular bleeding.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01809332
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    Paper (German National Licenses)
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  • 2
    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
  • 3
    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
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