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Hillside Foundation Slope Stability (Civil & Construction Engineering)

A geotechnical and civil engineering firm assesses hillside terrain stability prior to constructing a reinforced concrete retaining wall and foundation slab for a commercial development in Henderson, Nevada.

A drone-based LiDAR survey generates a continuous digital elevation model E(x,y)E(x, y) (in meters, m\text{m}) across the building pad:

E(x,y)=50−0.05x3+0.1xy+0.02y2E(x, y) = 50 - 0.05x^3 + 0.1xy + 0.02y^2
where xx represents the distance eastward (in meters) and yy represents the distance northward (in meters) relative to an anchored geodetic survey monument.

  1. State how cross-sectional vertical cuts y=y0y = y_0 and x=x0x = x_0 define directional slopes on the terrain surface.
  2. Determine the algebraic expressions for the directional slopes ∂E∂x\frac{\partial E}{\partial x} and ∂E∂y\frac{\partial E}{\partial y}.
  3. Evaluate the slopes ∂E∂x\frac{\partial E}{\partial x} and ∂E∂y\frac{\partial E}{\partial y} at the proposed foundation center location (x,y)=(4,10) m(x, y) = (4, 10)\text{ m}.
  4. State whether the ground slopes uphill or downhill when walking due east (+x+x) and due north (+y+y) from the center location, and state the angle of inclination along each cardinal direction in degrees (θ=arctan⁡(m)\theta = \arctan(m)).