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  1. Ashoknanyang

    Is there any limit for Preloading the piles in underpinning

    Hi All, My project involve construction of structure below existing building base slab which is pile raft foundation. Hence underpinning required. This involves, mining and underpinning.While underpinning we needs to preload the underpinning piles. But not sure how many percentage of Working...
  2. Ashoknanyang

    How to limit Pile Capcity in SAP2000

    Dear All, I am modelling an existing building foundation, which is Pile raft foundation. Here I need to limit the Pile capacity. For example, some piles can only take 1500KN only. Beyond that ,the load will distribute to other piles and to the Raft slab. How can I simulate this behaviour. My...
  3. Ashoknanyang

    Tunnel and track bed concrete behaviour

    Dear All, I am checking the trackbed concrete behavious on the circular tunnel when the tunnel subjected to bending. Track bed not monolithically connected to tunnel,Hence when the tunnel deflect there will be gap between this two elements.See attachment for clearer understanding. I am not sure...
  4. Ashoknanyang

    Sap2000 tunnel and friction

    Hi All, I am checking the tunnel stress and internal element stress due to settlement. Can we model the soil and tunnel in sap2000? Also I need to model to different materials, Can we model the friction between two different element in 3D solids? Kindly help on this. Thank you, Regards, ASVA

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