Unite Line Settlement For Free

The total settlement of the ground consists of 3 components: immediate settlement (commonly referred to as elastic settlement, although this is a misnomer), consolidation settlement (or primary settlement) and creep settlement (or secondary settlement).

Immediate settlement of cohesive soils is given by S i = q B ( 1 ? ? 2 E s ) S i = H C log e ? ¯ 0 + ? ? ¯ ? ¯ 0. S i = E s ( 1 ? ? 2 ) I q B. S i = C H log e ? ¯ 0 + ? ? ¯ ? ¯ 0.

Commonly initial thickness is used unless the primary consolidation is very large. Say more than 10% of initial thickness. t2 = t100 (f) + ?t = time for which secondary settlement is to be calculated.

The settlement-generating base stress ?1 = ?0 - ? ? h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations. the stress-dependent constrained moduli of the soil layers. the value of the limiting depth.

If you highlight over one of your settlers, you should see a "Supply Line" button option. Once you click that button, you'll get to choose which settlement to send that settler to. And that's basically all you have to do!

With the Local Leader perk, just open the workshop, highlight a settler, and click the supply line button. Then, choose what settlement you want them to supply and boom, the supply line is created.

Supplies lines simply connect however you do them. Doesn't matter which settler from which settlement goes where as long as it connects. Also you can connect a supply line to a main base and then do a supply line to that settlement that you connected to your main base and it'll work still.

Elastic settlement calculation using displacement influence factors has the general form (Poulos and Davis, 1974):(1) ? = q B E s I where ? is the foundation settlement; q is the applied stress; B means the foundation width; Es stands for the equivalent elastic soil modulus; and I is the displacement influence factor.