1. Force An example of Force is weight Force = mass x acceleration Force of gravity F = mg In SI units, mass m is kilograms An example of acceleration is g, the gravitational acceleration. IN SI units g = 9.81 meters/second 2 1 kilogram meters/sec 2 is one Newton

2. Mass Wasting and Hillslopes Steep slope G d > F Gentle slope G d < F GpGp GpGp GpGp Moderate slope G d =F 2. G d = F Boulder on verge of moving 1. Friction force uphill F is greater than downhill component of gravity. G d. Boulder is stable 3. G d > F. Boulder moves downslope F F F GdGd GdGd GdGd W W W Gravity overcomes Friction START HERE

3. Mass x gravity = mg = weight “w” Downhill force (white) = mass x gravity x sine of angle  Component of weight along slope (red) F d = mg sine (  ) Shear Force F d = w sine (α) Shear Force = F d = w sine (α) w h dip shear force not shear stress  The downhill force, parallel to the incline, Is called the shear force. It is the force that tries to slide the rock down the slope.

4. Friction and Normal Force Friction Force uphill (yellow) Normal Force (green)Friction Force uphill (yellow) is proportional to Normal Force (green) Normal ForceNormal Force is perpendicular to the slope. It is the component of weight pressing the rock into the slope. Increased water pressureIncreased water pressure between the surfaces lifts the rock, and it will slip at a lower dip angle. w h dip 

5. Stress The Force per unit area is called stress Stress has the same units as Pressure The term stress is used for solids e.g. rock, pressure for fluids (liquid e.g. water, gas e.g. air) SI units are Pascals = Newtons/meters 2

6. Stress Sign Conventions The “standards” The original sign convention is from Physics and Engineering – For Normal Stress: Divergence lengthens a solid in that direction and is therefore positive – For Shear: Follow the right–hand-rule Look at the x-face, up is positive shear, positive shear turns the element Counter-clockwise All of these conventions vary All positive stresses, both normal and shear

7. Stress Sign Conventions From your text p47 bottom left” – “The only ingredient left in our description is a sign convention. In physics and engineering, tensile stress is considered positive, and compressive stress negative. In geology, however, it is customary to make compression positive and tension negative, ….” Even shear has variable sign conventions You must be fluent in both conventions, just as you must be fluent in both English and SI units. We will start with the engineering convention.

8. Problem 1 (worked example) Engineering Convention, tension stress is positive, here positive x-shear is UP The angle  is measured from the x-axis x to the normal axis n. If this direction is clockwise, the angle is negative, as shown. The angle  is identical to the angle between the vertical axis and the fracture. 

9. Problem 2 Engineering Convention, tension stress is positive

11. Problem 3 Engineering Convention, tension stress is positive

13. Problem 4 Engineering Convention, tension stress is positive

15. Problem 5 for LAB/HOMEWORK Engineering Convention, tension stress is positive

16. Problem 6 for LAB/HOMEWORK Engineering Convention, tension stress is positive

17. Problem 7 for LAB/HOMEWORK Engineering Convention, tension stress is positive

18. Problem 8 for LAB/HOMEWORK Engineering Convention, tension stress is positive

19. End of part 1 Stress Elements

20. Part 2 Correctly determining the angle

33. Homework question 1

34. Homework question 2

35. Next Time Stress Transformation Equations Next time I will show you the derivation of the Stress Transformation Equations. These will lead us to a graphical method, the Mohr’s Circle