Scoop Ridge -1000 WEL 1 g00- Parker's Ranch -700 WELL 2 I -600 O welL A3 500 Limita of Parker Raach Property Transsarse (Serame) 400 MAP 4 Area of Floving Wells in Scoop Ridge Valley Well 1 Well #2 Vell 13 Geophysical Transverse Elev - 805 Depth -120 50 Sand 70' Granite Dry Hole Elev - 610 Depth -210 20 Shale 180' Sand 10 Granite wfert er Elev - 570 Depth -170 40' Shale 130' Sand Vater at 70 Staple 3 Layer Case Layer 1- 80' Shale Layer 2- 110' Sand Layer 3- Granite Problen: Parker's Ranch vants to drill an artestan floving vell. Tou have been hired to advise then if such potential exiats on their property, and if so, vheret

Construction Surveying

The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18

List unon au vu.. disau.. c) Describe embankment geometry with figure.