Hi...
could you help me to give a simple design for a gabion wall to protect the river bank? how to calculate the hydraulic force against the gabion to include in the stability analysis?
Other issues are to increase bearing capacity and secondly to protect the footing base against scouring. Thanks
Hi, I am designing a timber pole retaining wall. I stuck at what retained height I have to apply the earthquake loads.
The other query is whether I have to use 100% live load surcharge or less.
If you have any references for these queries, it is much appreciated. Thanks.
is anybody having experience with Peat? please share your knowledge to me.
does peat with undrained shear strength about 50kPa contribute to pile skin friction?
if you have some references those will be helpful as well, manythanks