The soil profile shown carries a uniformly distributed load of 75 kPa applied at the ground surface. Use Cs = 1/5 Cc. Determine the settlement of the clay layer due to primary consolidation considering the following cases: a. The clay is normally consolidated (0.242m) b. If Pc = 205 kPa (0.0484m) c. If OCR = 1.6219 (0.0764m) 75 kN/m2 2.4 m SAND ydry 14.75kN/m .GWT 4.6 m SAND ysat =17.45KN/m³ ysat = 20.62 kN/m³ e=0.9 LL - 50 5,2 m CLAY

Q: traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume…

A:

Q: Compute the latitude for the following line: S 22°-15'-48" E 140.58 O-58.0142 O-58.2607 O-130.1001 -…

A: Objective: To compute the latitude for the given line.   Given: Bearing=S 22°-15'-48'' E…

Q: What is the elevation of Point B? 5.65 ft Pt. A = Elevation of 1546.29 ft Pt. B 4.32 ft Coal…

A: Elevation of point A = 1546.29ft Height of instrument, Hi = 5.65ft Height of pole end from point B =…

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.