I have to check the stability of excavation with 1.5h: 1v cut-slope and 100 feet feet from the river bed (on top). I am trying to perform seepage analysis using flow net. Most of books give example for equal level of bottom height (earth dam). I appreciate for suggestion how can i use same method for my case where bottom of u/s and d/s level are on different level. My main concern is construction of phreatic line.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Improving the battery life of our devices remains one of the tech industryâ€™s biggest challenges, and the most inefficient draw on power comes from the display, more specifically, the backlight that illuminates most displays. Download Now