Fri 27th May 2022
Featured: Mike Oldfield, Hergest Ridge, And...
Go Where the Future Is
Terms and Conditions of This Site
This entire site Copyright© 1997-2022 Don C. Warrington. All rights reserved.
Website maintained by Positive Infinity and hosted by 1 and 1 Internet.
For Academic and Educational Use Only! Not for Use in Actual Design or any Commercial Purpose!
This routine analyses anchored sheet pile walls using the "elastic line" method. A complete description of the method with examples is shown here; review this completely when using this routine. The program assumes the following:
- Soil is homogeneous and granular.
- Water table is between the support and the excavation line.
- Support is no more than halfway down from the pile head to the excavation line.
- Buoyant weight is half the saturated unit weight of the soil.
Remember to choose whether you want to work in SI or US units when starting the program!
Fixed End Sheet Pile Wall Analysis, Fri, 27 May 2022 18:02:19 -0400