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...
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...
“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...
