Non-Ideal Gas Equation of State

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Questions and Answers

Which of the following is an example of a qualitative soil identification?

  • Grain size analysis
  • Load capacity
  • SPT Test
  • Texture (correct)

What does 'in situ' mean?

  • In place (correct)
  • At the surface
  • In the lab
  • Under water

The Standard Penetration Test (SPT) is associated with which standard?

  • ASTM D-422
  • ASTM D-1558
  • ASTM D-1586 (correct)
  • ASTM D-431800

Which of the following is defined as a mixture of water and soil?

<p>Fluid Soil (C)</p> Signup and view all the answers

Which soil state is associated with the liquid limit (LL)?

<p>Liquid (B)</p> Signup and view all the answers

The plastic limit is the water content at which soil:

<p>Crumbles when rolled into a 3mm thread (A)</p> Signup and view all the answers

What is the first step in the liquid limit procedure?

<p>Place a wet sample on the Casagrande cup (D)</p> Signup and view all the answers

What tool is used to create a longitudinal groove in the soil sample during the liquid limit test?

<p>Standardized spatula (D)</p> Signup and view all the answers

What is the length at which the groove should close during the liquid limit test?

<p>12 mm (C)</p> Signup and view all the answers

In the liquid limit test, moisture content is plotted on the coordinate axis.

<p>ordinate (C)</p> Signup and view all the answers

What diameter should soil cylinders be made to determine the plastic limit?

<p>3 mm (B)</p> Signup and view all the answers

What is calculated after obtaining several humidity samples during the plastic limit test?

<p>Average humidity (C)</p> Signup and view all the answers

Which of the following is a tool used to perform ASTM D422?

<p>Aluminum blade (B)</p> Signup and view all the answers

How long should you wait for the soil sample to settle in the corresponding sieves?

<p>5 to 10 minutes (C)</p> Signup and view all the answers

After performing the sieve test, what should be created?

<p>A granulometric curve (D)</p> Signup and view all the answers

What is the next step after creating the perforation?

<p>Clean hole by suction (C)</p> Signup and view all the answers

What tools are needed to perform a SPT test?

<p>Sampling tubes (B)</p> Signup and view all the answers

What is the weight of the SPT hammer?

<p>140 lb (D)</p> Signup and view all the answers

What is determined by Atterberg limits?

<p>Type of soil (D)</p> Signup and view all the answers

What should be noted after reaching a depth of 15 cm?

<p>Number of blows (C)</p> Signup and view all the answers

Flashcards

Qualitative Soil Identification

Soil identification through texture, structure, and consistency.

Quantitative Soil Identification

Soil identification using granulometric analysis, load capacity, SPT, and Atterberg limits.

Fluid Soil

Soil with a mixture of water and soil.

Dry Soil

Soil that is dry.

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Liquid State

Soup consistency, viscous liquid.

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Plastic State

Consistency like toothpaste, deforms without cracking.

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Semisolid State

Consistency like cheese , deforms but cracks.

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Solid State

Like hard caramel, cracks when deformed.

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Phase 4 - SPT

Sampling spoons and marking the blows to get the soil.

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Criteria 1 - SPT

When 50 blows are applied and sample does not advance.

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Criteria 2 - SPT

When 100 blows are applied in two increments.

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Criteria 3 - SPT

When no penetration from hammer is observed after ten blows.

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Criteria 4 - SPT

If the sampler advances 18 pg without reaching described conditions.

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Pocket Penetrometer Limitation

A penetrometer should not be used to obtain foundation design data.

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Soil Bag Procedure

Soil sample is placed in bags and weighed on a scale.

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Soil Agitation

Soil sample is placed in the agitator for several minutes.

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Soil Seperation

Wait 5-10 minutes so each size soil stays on its respective sieve.

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Sieved Soil Weighing

Soil sieve sizes in plastic bags are weighted.

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Granulometric Curve

Creating a granulometric curve from measured sample weights.

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Liquid Limit Procedure

Uses a wet sample to make a longitudinal groove with the standardized spatula.

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Study Notes

  • Lecture Date: Feb 28, 2023

Example Problem

  • Considers a non-ideal gas equation of state: $p = \frac{NkT}{V} + B_2(T) (\frac{N}{V})^2$, where $B_2(T) < 0$ at low $T$ and $B_2(T) > 0$ at high $T$.

Questions

  • What is the physical significance of $B_2(T)$?
  • Plot isotherms of $p$ vs $V$ at different $T$.
  • Find the critical Temperature ($T_c$), critical Pressure ($p_c$), and critical Volume ($V_c$).
  • Evaluate the critical ratio $\frac{p_c V_c}{NkT_c}$.

Solutions

  • $B_2(T)$ is the 2nd Virial coefficient, accounting for interactions between particle pairs.
    • $B_2(T) < 0$: Attraction dominates.
    • $B_2(T) > 0$: Repulsion dominates.
  • Isotherms of $p$ vs $V$:
    • High $T$: $p$ decreases monotonically with $V$.
    • Low $T$: $p$ is non-monotonic, which is unphysical (system is unstable because $\frac{\partial p}{\partial V} > 0$).
  • Solving for $T_c, p_c, V_c$: using $\frac{\partial p}{\partial V} = 0$ and $\frac{\partial^2 p}{\partial V^2} = 0$
    • First partial derivative: $\frac{\partial p}{\partial V} = -\frac{NkT}{V^2} + B_2(T) (-\frac{2N^2}{V^3}) = 0$, leading to $V = \frac{2NB_2(T)}{kT}$.
    • Second partial derivative: $\frac{\partial^2 p}{\partial V^2} = \frac{2NkT}{V^3} - B_2(T) (\frac{6N^2}{V^4}) = 0$, leading to $V = \frac{3NB_2(T)}{kT}$.
    • Setting the volume equations equal results in $B_2(T_c) = 0$.
  • Estimating $T_c$ (using $B_2(T) = b(1 - e^{\epsilon/kT})$, with $b > 0, \epsilon > 0$):
    • $B_2(T_c) = 0$ indicates $T_c = \frac{\epsilon}{k}$.
    • At $T = T_c$, the gas behaves ideally: $p = \frac{NkT}{V}$. This model is not great.
  • Model Considerations:
    • Testing the expression $B_2(T) = b - \frac{a}{kT}$
    • Deriving $\frac{\partial p}{\partial V} = -\frac{NkT}{V^2} + 2N^2 (b - \frac{a}{kT}) \frac{1}{V^3} = 0$ for $V = \frac{2N}{kT} (b - \frac{a}{kT})$
    • Deriving $\frac{\partial^2 p}{\partial V^2} = \frac{2NkT}{V^3} - 6N^2 (b - \frac{a}{kT}) \frac{1}{V^4} = 0$ for $V = \frac{3N}{kT} (b - \frac{a}{kT})$
    • Concluding $T_c = \frac{a}{bk}$
    • Deriving $V_c = 3Nb$

Analyse I: General Course Plan

Chapter 1. Numerical Sequences

  • General Information
  • Limited, Monotone, Convergent and Divergent Sequences
  • Operations on Limits
  • Indeterminate Forms
  • Framing Theorem
  • Extracted Sequences
  • Bolzano-Weierstrass Theorem
  • Cauchy Sequences

Chapter 2. Functions of a Real Variable

  • General Information
  • Limits and Continuity
  • Theorem of Intermediate Values
  • Derivability
  • Rolle's Theorem
  • Theorem of Finite Increases
  • Monotone Functions and Derivatives
  • L'Hôpital's Rule
  • Higher Order Derivatives and Concavity
  • Taylor's Formula

Chapter 3. Integrals

  • Riemann integral
  • Properties of the Integral
  • Fundamental Theorem of Integral Calculation
  • Integration by Parts
  • Change Variable
  • Generalized Integrals

Linear Algebra

Chapter 4. Vector Spaces

  • Definitions and Examples
  • Vector Subspaces
  • Linear Combinations, Linear Envelope
  • Free Families, Generating Families, Bases
  • Dimension of a Vector Space

Chapter 5. Linear Applications

  • Definitions and Examples
  • Core and Image
  • Range Theorem
  • Matrix Representation
  • Change of Base

Chapter 6. Systems of Linear Equations

  • General Information
  • Gauss Method
  • Rouché-Frank Theorem
  • Cramer Systems

Chapter 7. Determinations

  • Definition and Properties
  • Calculation of Determinants
  • Applications of Determinants

Chapter 8. Diagonalization

  • Own Values and Eigenvectors
  • Characteristic Polynomial
  • Cayley-Hamilton Theorem
  • Diagonalizability
  • Applications of Diagonalization

Statistics

Binomial Law

  • Bernoulli trial definition: An experiment with two outcomes: Success (S) with probability $p$, and Failure (E) with probability $1-p = q$. The random variable $X$ takes the value 1 for success and 0 for failure, following a Bernoulli distribution $B(p)$.
  • Bernoulli scheme of parameters $n$ and $p$: Repetition of $n$ independent Bernoulli trials.
  • Binomial distribution: Random variable $X$ counts the number of successes in $n$ independent Bernoulli trials with parameter $p$, following a binomial distribution $B(n;p)$.
    • For $0 \leq k \leq n$: $P(X=k) = \begin{pmatrix} n \ k \end{pmatrix} p^k (1-p)^{n-k}$, where $\begin{pmatrix} n \ k \end{pmatrix} = \frac{n!}{k!(n-k)!}$
  • Expectation: $E(X) = np$
  • Variance: $V(X) = np(1-p)$

Fluctuation Interval

  • Asymptotic fluctuation interval: For observed frequency $f$ in a sample size $n$, if $n \geq 30$, $np \geq 5$, and $n(1-p) \geq 5$, the interval $\displaystyle I = \left[ p - 1,96 \frac{\sqrt{p(1-p)}}{\sqrt{n}}~;~p + 1,96 \frac{\sqrt{p(1-p)}}{\sqrt{n}} \right]$ is the asymptotic fluctuation interval at the 95% threshold.
  • Decision-making: If observed frequency $f$ is within the interval $I$, the hypothesis that the character proportion in the population is $p$ is accepted; otherwise, it is rejected.

Confidence Interval

  • Confidence interval definition: For observed frequency $f$ in a sample size $n$, the confidence interval at level $1 - \alpha$ is $\displaystyle I = \left[ f - z_{\alpha/2} \frac{\sqrt{f(1-f)}}{\sqrt{n}}~;~f + z_{\alpha/2} \frac{\sqrt{f(1-f)}}{\sqrt{n}} \right]$, where $z_{\alpha/2}$ is the $1 - \alpha/2$ quantile of the standard normal distribution.
  • Asymptotic confidence interval: If $n \geq 30$, $nf \geq 5$, and $n(1-f) \geq 5$, then $\displaystyle I = \left[ f - 1,96 \frac{\sqrt{f(1-f)}}{\sqrt{n}}~;~f + 1,96 \frac{\sqrt{f(1-f)}}{\sqrt{n}} \right]$ is the asymptotic confidence interval at the 95% confidence level.

Inference Rules

  • Modus Ponens (MP): $(P \rightarrow Q), P \vdash Q$ (If P then Q; P; Therefore, Q)
  • Modus Tollens (MT): $(P \rightarrow Q), \neg Q \vdash \neg P$ (If P then Q; Not Q; Therefore, not P)
  • Hypothetical Syllogism (SH): $(P \rightarrow Q), (Q \rightarrow R) \vdash (P \rightarrow R)$ (If P then Q; If Q then R; Therefore, if P then R)
  • Disjunctive Syllogism (SD): $P \lor Q, \neg P \vdash Q$ (P or Q; Not P; Therefore, Q)
  • Simplification (Simp): $P \land Q \vdash P$ (P and Q; Therefore, P)
  • Adjunction (Adj): $P, Q \vdash P \land Q$ (P; Q; Therefore P and Q)
  • Addition (Ad): $P \vdash P \lor Q$ (P; Therefore, P or Q)
  • Constructive Dilemma (DC): $(P \lor Q), (P \rightarrow R), (Q \rightarrow S) \vdash (R \lor S)$ (P or Q; If P then R; If Q then S; Therefore, R or S)

Demonstration Example

  • Premises: $P \rightarrow Q$, $Q \rightarrow R$, $P$
  • Proof:
    • Step 4: $Q$ (MP, 1, 3)
    • Step 5: $R$ (MP, 2, 4)

Conclusion

  • $R$ (Derived conclusion)

Chemical Kinetics

  • Chemical kinetics (reaction kinetics) is the study of chemical reaction rates, factors affecting these rates, and reaction mechanisms.

Reaction Rate

  • For the reaction $aA + bB \rightarrow cC + dD$, the rate is expressed as: $Rate = -\frac{1}{a}\frac{d[A]}{dt} = -\frac{1}{b}\frac{d[B]}{dt} = \frac{1}{c}\frac{d[C]}{dt} = \frac{1}{d}\frac{d[D]}{dt}$
  • Factors Affecting Reaction Rate:
    • Concentration of Reactants
    • Temperature
    • Physical State of Reactants
    • Presence of a Catalyst

Rate Laws

  • Rate laws link reaction rate with reactant concentrations or pressures.
    • Differential Rate Law: rate dependence on concentration
    • Integrated Rate Law: concentration dependence on time
  • Ways to determine rate laws:
    • Method of Initial Rates
    • Graphical Methods

Reaction Order

  • Reaction Order: Describes how reactant concentrations affect rate.
  • Common Reaction Orders:
    • Zero Order: Rate independent of concentration.
    • First Order: Rate directly proportional to concentration.
    • Second Order: Rate proportional to the square of concentration or product of two concentrations.

Temperature and Reaction Rate

  • Arrhenius Equation: $k = Ae^{-\frac{E_a}{RT}}$
    • $k$ is the rate constant
    • $A$ is the pre-exponential factor
    • $E_a$ is the activation energy
    • $R$ is the gas constant
    • $T$ is the absolute temperature
  • Activation Energy ($E_a$): Minimum energy for a reaction to occur.

Reaction Mechanisms

  • Reaction Mechanism: Step-by-step sequence of elementary reactions.
    • Elementary Steps: Single-step reactions
    • Rate-Determining Step: Slowest step, controlling overall reaction rate.

Catalysis

  • Types of Catalysis:
    • Homogeneous Catalysis: Catalyst in the same phase as reactants.
    • Heterogeneous Catalysis: Catalyst in a different phase.
    • Enzyme Catalysis: Biological catalyst

Chemistry

Chemical Equilibrium

  • Reversible reactions, represented as $aA + bB \rightleftharpoons cC + dD$, reach dynamic equilibrium when the forward ($v_1$) and reverse ($v_2$) reaction rates are equal ($v_1 = v_2$), resulting in constant concentrations of reactants and products.
  • The equilibrium constant, $K_c$, expresses the ratio of products to reactants at equilibrium:
    • $K_c = \frac{[C]^c [D]^d}{[A]^a [B]^b}$
    • $K_c$ is constant at a given temperature and indicates the extent of a reaction.
      • When $K_c >> 1$, equilibrium favors products.
      • When $K_c << 1$, equilibrium favors reactants.
      • When $Q_c < K_c$, the reaction will shift towards the products.
      • $Q_c$ and $K_c$ can be compared to see if a process is in equilibrium
  • In heterogeneous equilibria, solids and pure liquids are excluded from the $K_c$ expression due to their constant activity. Example: $CaCO_3(s) \rightleftharpoons CaO(s) + CO_2(g)$, thus $K_c = [CO_2]$.
  • Le Chatelier's Principle states that a system at equilibrium under stress will shift to relieve that stress.
    • Increasing a reactant's concentration shifts the equilibrium to products.
    • Decreasing a product's concentration shifts the equilibrium to products.
  • Pressure changes (for gases): Increased pressure shifts equilibrium to the side with fewer gas moles; decreased pressure shifts to the side with more gas moles.
  • Temperature changes: In endothermic reactions ($\Delta H > 0$), higher temperatures favor products; in exothermic reactions ($\Delta H < 0$), higher temperatures favor reactants.
  • Catalysts accelerate both forward and reverse reactions, reaching equilibrium faster but not altering the equilibrium position.
  • Chemical equilibrium is crucial in industrial and biological processes, optimizing conditions for desired substance production.

Chapter 3. Vector functions

3.1 Parametric Curves

Definition 3.1.1

  • A real variable vector function is an application $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ where $I$ is an interval of $\mathbb{R}$.
    • $\overrightarrow{f}(t) = (f_1(t), f_2(t),..., f_n(t))$ where the functions $f_i : I \longrightarrow \mathbb{R}$

Definition 3.1.2

  • The set of points of $\mathbb{R}^n$ described by $\overrightarrow{f}(t)$ when $t$ varies in $I$ is called the parametric curve of parametric representation $\overrightarrow{f}(t)$, $t \in I$.
    • In $\mathbb{R}^2$, $\overrightarrow{f}(t) = x(t)\overrightarrow{i} + y(t)\overrightarrow{j} = (x(t), y(t))$.
    • In $\mathbb{R}^3$, $\overrightarrow{f}(t) = x(t)\overrightarrow{i} + y(t)\overrightarrow{j} + z(t)\overrightarrow{k} = (x(t), y(t), z(t))$.

Example 3.1.1

  • $\overrightarrow{f}(t) = (t, t^2)$, $t \in \mathbb{R}$: A parametric representation of the parabola with equation $y = x^2$.

Example 3.1.2

  • $\overrightarrow{f}(t) = (a\cos t, a\sin t)$, $t \in [0, 2\pi]$: A parametric representation of the circle with center $(0, 0)$ and radius $a > 0$.

Example 3.1.3

  • $\overrightarrow{f}(t) = (a\cos t, b\sin t)$, $t \in [0, 2\pi]$: A parametric representation of the ellipse with equation $\frac{x^2}{a^2} + \frac{y^2}{b^2} = 1$, $a, b > 0$.

Example 3.1.4

  • $\overrightarrow{f}(t) = (t, t^2, t^3)$, $t \in \mathbb{R}$: A parametric representation of a curve in space $\mathbb{R}^3$.

Definition 3.1.3

  • Let $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ be a vector function and let $t_0 \in I$. It is said that $\overrightarrow{f}$ admits a limit $\overrightarrow{L} \in \mathbb{R}^n$ in $t_0$ if $\forall \epsilon > 0, \exists \delta > 0 \text{ tel que } |t - t_0| < \delta \Longrightarrow ||\overrightarrow{f}(t) - \overrightarrow{L}|| < \epsilon$.
    • We write $\lim_{t \to t_0} \overrightarrow{f}(t) = \overrightarrow{L}$.

Theorem 3.1.1

  • $\lim_{t \to t_0} \overrightarrow{f}(t) = \overrightarrow{L} = (L_1, L_2,..., L_n)$ if and only if $\lim_{t \to t_0} f_i(t) = L_i$ for all $i = 1,..., n$.

Definition 3.1.4

  • Let $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ be a vector function and let $t_0 \in I$. It is said that $\overrightarrow{f}$ is continuous in $t_0$ if $\lim_{t \to t_0} \overrightarrow{f}(t) = \overrightarrow{f}(t_0)$.

Theorem 3.1.2

  • $\overrightarrow{f}$ is continuous in $t_0$ if and only if $f_i$ is continuous in $t_0$ for all $i = 1,..., n$.

Definition 3.1.5

  • Let $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ be a vector function and let $t_0 \in I$. It is said that $\overrightarrow{f}$ is differentiable in $t_0$ if the limit $\lim_{h \to 0} \frac{\overrightarrow{f}(t_0 + h) - \overrightarrow{f}(t_0)}{h}$ exists.
    • We then denote this limit $\overrightarrow{f}'(t_0)$ and we call it the derivative of $\overrightarrow{f}$ in $t_0$.
    • $\overrightarrow{f}'(t_0) = (f_1'(t_0), f_2'(t_0),..., f_n'(t_0))$.

Definition 3.1.6

  • If $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ is differentiable at every point of $I$, we say that $\overrightarrow{f}$ is differentiable on $I$. The function $\overrightarrow{f}' : I \longrightarrow \mathbb{R}^n$ is called the derivative of $\overrightarrow{f}$.

Definition 3.1.7

  • Let $\overrightarrow{f} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ be a vector function differentiable on $I$. If $\overrightarrow{f}'$ is continuous on $I$, we say that $\overrightarrow{f}$ is of class $C^1$ on $I$. If $\overrightarrow{f}'$ is differentiable on $I$, we say that $\overrightarrow{f}$ is twice differentiable on $I$ and we denote $\overrightarrow{f}''(t) = (\overrightarrow{f}'(t))'$ the second derivative of $\overrightarrow{f}$ in $t$.
    • $\overrightarrow{f}''(t) = (f_1''(t), f_2''(t),..., f_n''(t))$.

Example 3.1.5

  • Let $\overrightarrow{f}(t) = (a\cos t, a\sin t)$, $t \in [0, 2\pi]$. Then $\overrightarrow{f}'(t) = (-a\sin t, a\cos t)$ and $\overrightarrow{f}''(t) = (-a\cos t, -a\sin t)$.

Theorem 3.1.3

  • Let $\overrightarrow{f}, \overrightarrow{g} : I \subset \mathbb{R} \longrightarrow \mathbb{R}^n$ be two vector functions differentiable on $I$ and let $h : I \subset \mathbb{R} \longrightarrow \mathbb{R}$ be a real function differentiable on $I$. Then: $(\overrightarrow{f} + \overrightarrow{g})' = \overrightarrow{f}' + \overrightarrow{g}'$ $(h\overrightarrow{f})' = h'\overrightarrow{f} + h\overrightarrow{f}'$ $(\overrightarrow{f} \cdot \overrightarrow{g})' = \overrightarrow{f}' \cdot \overrightarrow{g} + \overrightarrow{f} \cdot \overrightarrow{g}'$ (if $n = 3$) $(\overrightarrow{f} \times \overrightarrow{g})' = \overrightarrow{f}' \times \overrightarrow{g} + \overrightarrow{f} \times \overrightarrow{g}'$ (if $n = 3$)

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