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    Soil Mechanics

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    Soil Mechanics: Subsurface Exploration Course No: G08-001 Credit: 8 PDH Yun Zhou‚ PhD‚ PE Continuing Education and Development‚ Inc. 9 Greyridge Farm Court Stony Point‚ NY 10980 P: (877) 322-5800 F: (877) 322-4774 info@cedengineering.com U.S. Department of Transportation Federal Highway Administration Publication No. FHWA NHI-06-088 December 2006 NHI Course No. 132012_______________________________ SOILS AND FOUNDATIONS Reference Manual – Volume I Testing Theory Experience

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    Classical Mechanics

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    Books and Resources • Tom Kibble and Frank Berkshire‚ “Classical Mechanics” • Douglas Gregory‚ “Classical Mechanics” Both of these books are well written and do an excellent job of explaining the fundamentals of classical mechanics. If you’re struggling to understand some of the basic concepts‚ these are both good places to turn. • S. Chandrasekhar‚ “Newton’s Principia (for the common reader)” Want to hear about Newtonian mechanics straight from the horse’s mouth? This is an annotated version of

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    Soil Mechanics

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    Fundamentals CONTENTS Part 1 Soil Mechanics What Is Soil? ...................................................................page 1 Soil Groups .....................................................................page 1 Grain Size Limits.............................................................page 2 Soil Properties and Characteristics...................................page 2 Soil Analysis ....................................................................page 7 Moisture Content...............

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    Exercise

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    Cardio Pulmonary Practical The main aim of the practical was to assess‚ what affects did light exercise have on the systolic and diastolic blood pressure‚ heart and respiration rate‚ tidal volume‚ minute volume and percentage of gas. The readings were taken before exercise‚ during exercise and after exercise. Blood pressure is defined as the amount of pressure exerted on the vessels walls‚ during blood flow. Blood pressure can be measured using a sphygmomanometer. The upper value indicates the

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    Fluid Mechanics

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    Profile and Jump-speed Characteristics 3. Free Transverse Vibration – II – Determination of Natural Frequency 4. Free Vibration of Spring Mass System – Determination of Natural Frequency 5. Compound Pendulum – Determination of Radius of Gyration and Moment of Inertia 6. Bifilar Suspension – Determination of Radius of Gyration and Moment of Inertia 7. Trifilar Suspension – Determination of Radius of Gyration and Moment of Inertia 8. Whirling of Shaft – Determination of Critical Speed 9. Balancing

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    Quantum Mechanics

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    Quantum Mechanics ~Three physicists were instrumental: Heisenberg‚ De Broglie‚ and Schrodinger ~Their approach stemmed from De Broglie’s matter wave concept known as "Wave Mechanics" or "Quantum Mechanics" ~ Bohr’s model was inefficient for atoms other than hydrogen or poly-electronic atoms ~ This new approach to a model of the atom focused on the concept of wave functions ~ Since electrons are particles and therefore have wave properties ~ Schrodinger viewed the electron as a standing wave

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    Fluids Mechanics

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    FLUID MECHANICS Fluids mechanics is a branch of mechanics that is concerned with properties of gases and liquids. Mechanics is important as all physical activities involves fluid environments‚ be it air‚ water or a combination of both. The type of fluid environment we experience impacts on performance. Flotation The ability to maintain a stationary on the surface of the water- varies from he on person to another. Our body floats on water when forces created by its weight are matched equally

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    SOIL MECHANICS

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    PHYSICAL AND PLASTICITY CHARACTERISTICS EXPERIMENTS #1 - 5 CE 3143 October 7‚ 2003 Group A David Bennett 0 TABLE OF CONTENTS 1. Experiment # 1: Determination of Water Content (August 26‚ 2003) pp. 1-3 2. Experiment # 2: Determination of Specific Gravity of Soil (Sept. 2‚ 2003) pp. 4-7 3. Experiment # 3: Grain Size Analysis: Sieve Analysis (Sept. 9‚ 2003) pp. 8-12 4. Experiment # 4: Grain Size Analysis: Hydrometer Analysis (Sept. 16‚ 2003) pp. 13-18 5.

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    Ovarian Cycle Follicular Phase ↓ Est‚ ↓ Prog → ___ FSH release FSH → granulosa cells secrete ____ The major follicle will secrete the most estrogen and inhibin which will have a negative inhibition on FSH‚ LH and GnRH release (this will allow a greater chance of only one follicle maturing) When Est levels are highest → will switch to a positive feedback and stimulates ↑↑ secretion of LH‚ FSH and GnRH. Meanwhile‚ the follicle is also secreting a little Prog which stimulates GnRH and ↑ LH release

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    Fluid Mechanics

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    Chapter 8 Flow in Pipes 8-76E Solution The flow rate through a piping system between a river and a storage tank is given. The power input to the pump is to be determined. Assumptions 1 The flow is steady and incompressible. 2 The entrance effects are negligible‚ and thus the flow is fully developed. 3 The flow is turbulent so that the tabulated value of the loss coefficients can be used (to be verified). 4 The elevation difference between the free surfaces of the tank and the river remains constant

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