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Tony's Intertwingled Memex • Reference Manual

Hillside Foundation Slope Stability (Civil & Construction Engineering)

Formulas & Definitions

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)E(x,y) (in meters, m\text{m}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^2E(x,y)=50−0.05x3+0.1xy+0.02y2
where xxx represents the distance eastward (in meters) and yyy represents the distance northward (in meters) relative to an anchored geodetic survey monument.

  1. State how cross-sectional vertical cuts y=y0y = y_0y=y0​ and x=x0x = x_0x=x0​ define directional slopes on the terrain surface.
  2. Determine the algebraic expressions for the directional slopes ∂E∂x\frac{\partial E}{\partial x}∂x∂E​ and ∂E∂y\frac{\partial E}{\partial y}∂y∂E​.
  3. Evaluate the slopes ∂E∂x\frac{\partial E}{\partial x}∂x∂E​ and ∂E∂y\frac{\partial E}{\partial y}∂y∂E​ at the proposed foundation center location (x,y)=(4,10) m(x, y) = (4, 10)\text{ m}(x,y)=(4,10) m.
  4. State whether the ground slopes uphill or downhill when walking due east (+x+x+x) and due north (+y+y+y) from the center location, and state the angle of inclination along each cardinal direction in degrees (θ=arctan⁡(m)\theta = \arctan(m)θ=arctan(m)).