WBell
Structural
- Mar 21, 2018
- 19
I am developing a MathCAD worksheet to provide a design check for temporary shoring using soldier piles and timber lagging. I have a copy of AASHTO 2010 and would like to develop the solution for the configuration shown in Figure 3.11.5.6-2, which is for a discrete vertical wall element embedded in rock (see attachment).
The free body diagram shown in the figure shows the earth pressure distributions above and below the dredge line and the resultant forces, which I am able to use for the solution of the embedment depth, D; however, there is a force, F shown at the base of the rock socket which is defined in the spec. as "force at base of nongravity cantilevered wall required to provide force equilibrium (kip/ft)", which can be solved for, but I am not sure how to evaluate the capacity of the rock socket to safely distribute the force into the surrounding material, which in this case is the rock.
Your comments and suggestions are appreciated.
The free body diagram shown in the figure shows the earth pressure distributions above and below the dredge line and the resultant forces, which I am able to use for the solution of the embedment depth, D; however, there is a force, F shown at the base of the rock socket which is defined in the spec. as "force at base of nongravity cantilevered wall required to provide force equilibrium (kip/ft)", which can be solved for, but I am not sure how to evaluate the capacity of the rock socket to safely distribute the force into the surrounding material, which in this case is the rock.
Your comments and suggestions are appreciated.