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  • 1980-1984  (4)
  • 1965-1969
  • Antibiotic prophylaxis  (2)
  • Engineering  (2)
  • 1
    Electronic Resource
    Electronic Resource
    Short course netilmicin prophylaxis in renal stone surgery (1983)
    Springer
    Urological research 11 (1983), S. 207-210 
    Details
    ISSN: 1434-0879
    Keywords: Netilmicin ; Antibiotic prophylaxis ; Aminoglycosides ; Renal stone surgery
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine
    Notes: Summary Following surgery for the removal of intrarenal calculi 30% of patients will develop severe wound complications. This study assesses the role of a short course of netilmicin given over the operative period, in 20 consecutive patients. Preoperative studies demonstrated that whilst 20% of patients had bacterial growth in the urine, culture of the removed calculus demonstrated that 50% of the stones exhibited a significant bacterial growth. Of the 20 patients, only one developed a wound complication. Following the preoperative dose, satisfactory netilmicin levels were obtained and no patient had levels 〉1 μg ml-1 by 7 h. Despite some degree of renal impairment, serum urea and creatinine values were unaffected.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00272280
    Library Location Call Number Volume/Issue/Year Availability
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    Paper (German National Licenses)
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  • 2
    Electronic Resource
    Electronic Resource
    Prophylactic cefuroxime in transurethral resection (1984)
    Springer
    Urological research 12 (1984), S. 279-281 
    Details
    ISSN: 1434-0879
    Keywords: Antibiotic prophylaxis ; Transurethral resection of prostate
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine
    Notes: Summary 65 men undergoing elective transurethral resection of the prostate under the care of one urologist entered a randomised controlled trial using Cefuroxime. Patients were excluded if they had received antibiotics in a 2 week period before surgery, if they had positive pre-operative urine cultures or if they had been catheterised. 58 patients completed the study. One patient in the antibiotic group and 2 in the control group developed urinary infection. The overall infection rate was 5.17%. The control and antibiotic groups were comparable as regards age and the duraction of resection. One patient in the antibiotic group developed an allergic reaction. It is felt that routine antibiotic prophylaxis in patients with sterile urine undergoing elective TUR is unnecessary.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00258035
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    Paper (German National Licenses)
    Fulltext
  • 3
    Electronic Resource
    Electronic Resource
    Rapid shearing in a rate-type soil surrounding a cylindrical cavity (1984)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 8 (1984), S. 141-155 
    Details
    ISSN: 0363-9061
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The stress and deformation resulting from rapidly applied axial traction on the face of a cylindrical cavity in a saturated soil are analysed. A simple rate-type constitutive model is used for the effective stress response.
    Additional Material: 5 Ill.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1002/nag.1610080204
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    Paper (German National Licenses)
    Fulltext
  • 4
    Electronic Resource
    Electronic Resource
    Rapid expansion of a cylindrical cavity in a rate-type soil (1984)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 8 (1984), S. 125-140 
    Details
    ISSN: 0363-9061
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: An analytical solution for rapid (undrained) expansion of a long cylindrical cavity from initially zero radius is presented. A simple rate-type soil model possessing the salient features of the modified Cambridge critical state model is used. Application of the solution to determination of the stress field surrounding a pile immediately after driving is discussed.
    Additional Material: 9 Ill.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1002/nag.1610080203
    Library Location Call Number Volume/Issue/Year Availability
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    Paper (German National Licenses)
    Fulltext
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