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  • Users: debpriya1984
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  1. debpriya1984

    Numerical analysis

    Dear all I am performing Numerical analysis of excavations in rock which will be supported by shotcrete and thick liners at final stage. Initially shotcrete of small thickness(50-100mm)will be provided as soon after the excavation of tunnel. Then the final lining of 1500mm thick will be placed...
  2. debpriya1984

    Allowable deflection of retaining wall

    Hi All I am doing preliminary design of Contiguous Bored Pile wall for Crossrail project in London.The soil stratum is 1.5-2.0m thick made ground and 20-25m thick London clay.I adopted 1050mm dia pile @1150mm spacing.The retained height varies from 6.0-8.0m.I am getting 44-50mm as short term...
  3. debpriya1984

    Differential settlement

    “The differential settlement can be computed as the difference in settlement between two adjacent points. It may be estimated as three-quarter (3/4) of the computed maximum total settlement.” The problem is: Sometimes we have cut and fill operation and when you have areas of fill we need to...

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