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Soil Retaining Wall Stability Analysis by HanafiahHamzah is a document available to read on EtoBox.
What is Soil Retaining Wall Stability Analysis about?
1) The document discusses the calculation of retaining wall dimensions and stability for handling landslides on the Sungai Payang road in Kutai Kartanegara Regency. 2) Calculations determine the retaining wall should be 3 meters high, 1 meter wide, with thickness of 0.3 meters at the top and 1 meter at the bottom. Counterfort spacing should be 1.5 meters. 3) Stability calculations show the wall is stable against sliding but susceptible to shear stresses. Pile foundations with bracing are recommended to
- Author
- HanafiahHamzah
- Language
- EN