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Questions and Answers

What type of acceleration is caused by a change in the spacing between streamlines?

  • Temporal acceleration
  • Convective tangential acceleration (correct)
  • Convective normal acceleration
  • Local normal acceleration

In fluid dynamics, what condition is necessary for the existence of a velocity potential?

  • Viscous flow
  • Ideal and rotational flow
  • Turbulent flow
  • Ideal and irrotational flow (correct)

Which of the following expressions correctly represents one of the rotational components in fluid dynamics?

  • $w_x = \frac{1}{2} (\frac{\partial v}{\partial y} - \frac{\partial w}{\partial z})$ (correct)
  • $w_z = \frac{1}{2} (\frac{\partial v}{\partial x} + \frac{\partial u}{\partial y})$
  • $w_x = \frac{1}{2} (\frac{\partial w}{\partial y} + \frac{\partial v}{\partial z})$
  • $w_y = \frac{1}{2} (\frac{\partial u}{\partial z} + \frac{\partial w}{\partial x})$

A soil sample is determined to have a bulk unit weight of 20 kN/m³, a water content of 15%, and a specific gravity of solids of 2.7. What is the dry unit weight of the soil?

<p>17.39 kN/m³ (B)</p> Signup and view all the answers

If a fluid particle is moving along a curved path, what type of acceleration is present?

<p>Both normal and tangential acceleration (B)</p> Signup and view all the answers

In the context of fluid flow and velocity potential, how is the direction of flow related to the potential function?

<p>Flow is in the direction of decreasing potential. (C)</p> Signup and view all the answers

Which type of soil is typically deposited by wind action?

<p>Aeolian Soil (D)</p> Signup and view all the answers

A soil sample has a void ratio of 0.75. Calculate the porosity of the soil.

<p>42.9% (A)</p> Signup and view all the answers

Which of the following scenarios would predominantly involve temporal acceleration?

<p>Fluid oscillating back and forth in a fixed space. (A)</p> Signup and view all the answers

What is the significance of an 'equipotential line' in fluid dynamics?

<p>It connects points with the same velocity potential. (C)</p> Signup and view all the answers

A saturated soil sample has a water content of 40% and the specific gravity of solids is 2.7. Determine the void ratio of the soil.

<p>1.08 (C)</p> Signup and view all the answers

What is the air content of a soil sample if its degree of saturation is 60%?

<p>40% (A)</p> Signup and view all the answers

Consider the acceleration components of a fluid particle. If the convective acceleration is zero, what does this imply?

<p>The velocity of the fluid particle is constant along its pathline. (A)</p> Signup and view all the answers

Which of the following statements is correct regarding the relationship between porosity (n) and void ratio (e)?

<p>$e = \frac{n}{1 - n}$ (A)</p> Signup and view all the answers

A soil sample has a bulk unit weight of 18 kN/m³ and a dry unit weight of 15 kN/m³. What is the approximate water content of the soil?

<p>20% (C)</p> Signup and view all the answers

If the air content of a soil is 0.3 and the porosity is 0.5, what is the degree of saturation?

<p>0.4 (B)</p> Signup and view all the answers

A cement sample is found to have a high percentage of Alumina (Al2O3). Which of the following is the MOST likely consequence?

<p>Quicker setting time. (B)</p> Signup and view all the answers

A concrete mix design is being developed for a structure in a region with significant exposure to freeze-thaw cycles. Which type of cement would be LEAST suitable based solely on the information provided?

<p>Ordinary Portland cement (OPC) with high magnesia content. (D)</p> Signup and view all the answers

A construction project requires a cement type that provides increased resistance to sulfate attack. Considering the information available, which cement type would be MOST appropriate?

<p>Portland Pozzolana cement (fly ash based). (A)</p> Signup and view all the answers

If a contractor requires quick setting and early strength gain in cold weather conditions, which cement type would be the MOST suitable choice?

<p>Rapid Hardening Portland Cement. (D)</p> Signup and view all the answers

A concrete structure exhibits signs of efflorescence. Based on the chemical composition of cement raw materials, which component, if present in excess, is the MOST likely cause?

<p>Soda and Potash (Na2O and K2O). (A)</p> Signup and view all the answers

Which of the following tests is a destructive method used for assessing the quality of hardened concrete?

<p>Splitting Tensile Strength Test. (B)</p> Signup and view all the answers

A concrete mix is being designed for a marine environment. Which of the listed cement types would offer the BEST protection against chloride attack?

<p>Portland Pozzolana cement (fly ash based). (D)</p> Signup and view all the answers

During the manufacturing of cement, a higher proportion of which oxide, within acceptable limits, would contribute MOST to the 'color' and 'fusion' of the ingredients?

<p>Iron oxide (Fe2O3) (D)</p> Signup and view all the answers

A hydraulic jump is observed with an initial depth $y_1$ and a subsequent depth $y_2$. If the critical depth $y_c$ is expressed as $y_c = \frac{y_1 y_2 (y_1 + y_2)}{2}$, what does this indicate about the nature of the hydraulic jump?

<p>The jump is undular with minimal energy dissipation. (A)</p> Signup and view all the answers

For a turbine with a specific speed ($N_S$) calculated using $N_S = \frac{N \sqrt{P}}{H^{5/4}}$, how would increasing the head ($H$) and maintaining the same power ($P$) affect the turbine's required speed ($N$) to maintain the same specific speed?

<p>N would need to decrease proportionally to $H^{5/4}$. (C)</p> Signup and view all the answers

In comparing impulse and reaction turbines, which characteristic distinctly differentiates reaction turbines from impulse turbines?

<p>Reaction turbines experience a pressure drop throughout their operation. (B)</p> Signup and view all the answers

A hydroelectric plant is being designed for a site with a high head and a relatively low discharge. Which type of turbine is most suitable for this application?

<p>Pelton Wheel (D)</p> Signup and view all the answers

What is the primary reason a draft tube is used in reaction turbines but not in impulse turbines?

<p>To recover pressure energy at the turbine outlet, increasing efficiency. (A)</p> Signup and view all the answers

A pump is being selected for a water supply project. The specific speed ($N_S$) of the pump is calculated using the formula $N_S = \frac{N \sqrt{Q}}{(H_m)^{3/4}}$. If the desired flow rate ($Q$) is doubled and the head ($H_m$) remains constant, how should the pump's rotational speed ($N$) be adjusted to maintain the same specific speed?

<p>N should be divided by $\sqrt{2}$. (A)</p> Signup and view all the answers

Which type of hydraulic jump is characterized by an energy loss of approximately 60% and exhibits a distinct roller and jump action?

<p>Steady Jump (D)</p> Signup and view all the answers

In a scenario where the available water head is relatively low (less than 30m) and a high discharge is required. Which turbine would be most appropriate?

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

A cohesive soil exhibits active earth pressure. If $C$ represents cohesion, $\gamma$ the unit weight of soil, $z$ the depth, and $K_a$ the coefficient of active earth pressure, what does $Z_c$ represent when passive earth pressure ($P_a$) equals zero?

<p>The depth of tension crack in cohesive soil in active state. (B)</p> Signup and view all the answers

A soil specimen is subjected to vertical and horizontal stresses. The ratio of horizontal stress ($\sigma_h$) to vertical stress ($\sigma_v$) is denoted as $K_0$. If the Poisson's ratio ($\mu$) of the soil is 0.3, what is the value of $K_0$?

<p>0.43 (A)</p> Signup and view all the answers

A strip footing, a circular footing, and a square footing are all placed on the same soil and subjected to identical loading conditions. Which of the following statements accurately ranks their ultimate bearing capacities?

<p>Square &gt; Circular &gt; Strip (B)</p> Signup and view all the answers

What is the major purpose of conducting a plate load test in the field?

<p>To estimate the ultimate bearing capacity and settlement of the foundation. (D)</p> Signup and view all the answers

During a plate load test on a sandy soil, a plate of width $B_p$ settles by $S_p$. If a footing of width $B_f$ is to be constructed on the same soil, what would be the estimated settlement $S_f$ of the footing under the same load intensity?

<p>$S_f = S_p \times ((B_f + 0.3) / (B_p + 0.3))^2$ (B)</p> Signup and view all the answers

A shallow square footing is designed with dimensions B x B. Which formula accurately calculates the ultimate bearing capacity ($q_{ult}$) of this footing, considering cohesion (C), soil unit weight ($\gamma$), depth of footing ($D_f$), and bearing capacity factors ($N_c$, $N_q$, $N_{\gamma}$)?

<p>$q_{ult} = 1.3 CN_c + \gamma D_f N_q + 0.4 \gamma B N_{\gamma}$ (D)</p> Signup and view all the answers

A geotechnical engineer is tasked with determining the net safe bearing capacity ($q_{ns}$) of a soil. Which of the following expressions correctly defines $q_{ns}$, where $q_u$ is the ultimate bearing capacity, $\gamma$ is the unit weight of the soil, $D_f$ is the depth of the footing, and F is the factor of safety?

<p>$q_{ns} = (q_u - \gamma D_f) / F$ (B)</p> Signup and view all the answers

A foundation with dimensions A is subjected to a uniform pressure q, causing an elastic settlement S. If $k$ represents a constant related to the soil properties and $(1-\mu^2)$ accounts for Poisson's ratio effect and E is the Young's Modulus, which equation defines the relationship?

<p>$S = k \times q \times A \times (1 - \mu^2) / E$ (B)</p> Signup and view all the answers

Which characteristic distinguishes clamp burning from kiln burning in brick manufacturing?

<p>Clamp burning involves a temporary structure and lower initial costs, whereas kiln burning uses a permanent structure and higher initial costs. (A)</p> Signup and view all the answers

In the context of brick manufacturing, what is a primary advantage of using a kiln over a clamp?

<p>Shorter burning and cooling times, resulting in faster production cycles. (B)</p> Signup and view all the answers

When is clamp burning a more suitable option than kiln burning for brick manufacturing?

<p>When the budget for initial setup is very limited. (C)</p> Signup and view all the answers

How does the control of fire differ between clamp and kiln burning methods?

<p>In kiln burning, the fire is regulated throughout the process of burning. (B)</p> Signup and view all the answers

What contributes to the potentially lower cost of clamp burning compared to kiln burning?

<p>The use of readily available fuels like grass and cow dung. (D)</p> Signup and view all the answers

If a brick manufacturer prioritizes minimizing heat wastage, which burning method is more suitable and why?

<p>Kiln burning, because it reuses hot fuel gases to preheat raw bricks. (B)</p> Signup and view all the answers

Which of the following directly affects the higher percentage of good quality bricks produced in kiln burning compared to clamp burning?

<p>The ability to carefully regulate the fire in kilns. (D)</p> Signup and view all the answers

A brick manufacturer needs to produce 50,000 bricks within a month. Considering only the burning and cooling times, which method is more appropriate?

<p>Kiln burning, as it offers faster burning and cooling cycles. (D)</p> Signup and view all the answers

Flashcards

Alluvial Soil

Soil transported and deposited by rivers.

Marine Soil

Soil transported and deposited by seawater.

Lacustrine Soil

Soil deposited in still water environments like lakes.

Aeolian Soil

Soil transported and deposited by wind.

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Glacial Soil

Soil transported and deposited by glaciers (ice).

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Water Content (w)

Ratio of the weight of water to the weight of solids in a soil sample (expressed as percentage).

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Void Ratio (e)

Ratio of the volume of voids to the volume of solids in a soil sample.

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Porosity (n)

Ratio of the volume of voids to the total volume of the soil sample (expressed as percentage).

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Tangential Acceleration

Acceleration due to a change in speed along the streamline.

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Normal Acceleration

Acceleration due to change in direction, fluid moving on a curved path.

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Convective Acceleration

The component of acceleration caused by changes in velocity over position.

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Temporal Acceleration

The component of acceleration caused by changes in velocity over time.

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Acceleration of a Fluid Particle (x-direction)

ax = (u ∂u/∂x + v ∂u/∂y + w ∂u/∂z) + (∂u/∂t)

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Rotational Component

A measure of the local rotation of a fluid element.

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Velocity potential

Exist only for ideal and irrotational flow.

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Equipotential line

Line joining points having same potential function.

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Active Earth Pressure (Cohesive Soil)

Pressure exerted by soil on a retaining structure when the soil is at its minimum resistance.

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ZC (Depth of Zero Active Pressure)

Depth at which active earth pressure equals zero in cohesive soils.

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Earth Pressure at Rest

Pressure exerted by soil when it is at rest; represents in-situ stress.

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Coefficient of Earth Pressure at Rest (K0)

Ratio of horizontal to vertical effective stress when the soil is at rest.

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Net Safe Bearing Capacity (qns)

Ultimate bearing capacity reduced by a factor of safety, minus the overburden pressure.

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Safe Bearing Capacity (qsaf)

The pressure which can be allowed on the soil considering both shear failure and settlement.

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Elastic Settlement Calculation

Estimates immediate settlement based on soil properties and applied load.

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Settlement Ratio (Sandy Soil)

In sandy soil, settlement is related to the footing width. Wider footings settle more.

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Jump Froude Number Range

Ratio used to classify jump strength based on initial Froude number (Fr1).

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Weak Jump

Jump with small rollers forming on the surface.

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Oscillating Jump

Jump with water oscillating in a random manner.

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Steady Jump

Jump with a defined roller and jump action.

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Strong Jump

Jump characterized by a very rough and choppy water.

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Impulse Turbine

Turbine where input energy is purely kinetic.

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Reaction Turbine

Turbine where input energy is kinetic and pressure.

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Pelton Wheel

Impulse turbine suitable for high head and low discharge.

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Clamp Burning

Burning bricks in a temporary structure.

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Lime (CaO) in Cement

Controls strength and soundness in cement.

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Silica (SiO2) in Cement

Affects setting time; excess lowers strength.

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Kiln Burning

Burning bricks in a permanent structure (kiln).

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Clamp Initial Cost

Lower initial setup cost due to temporary structure.

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Alumina (Al2O3) in Cement

Responsible for quick setting; excess lowers strength.

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Kiln Initial Cost

Higher initial cost due to permanent kiln structure.

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Iron Oxide (Fe2O3) in Cement

Gives color and helps in fusion of ingredients in cement.

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Concrete Slump Test

A test to find out the workability of concrete.

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Clamp Suitability

Suitable for small-scale, intermittent brick production.

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Ultrasonic Pulse Velocity Test

Test to assess the homogeneity of concrete.

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Kiln Suitability

Suitable for large-scale, continuous brick production.

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Rebound Hammer Test

Estimates concrete hardness from surface.

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Clamp Fire Control

Fire control is difficult during burning.

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Kiln Fire Control

Fire is easily controlled during burning.

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Splitting Tensile Strength Test

Tests tensile strength by splitting a cylinder.

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Study Notes

Civil Ki Goli Publication Overview

  • Several civil engineering resources are produced by Civil Ki Goli Publication
  • Resources include books, charts and other subject matter
  • Contact information and distribution details are provided for further information

Available Publications

  • Civil Ki Goli - A handbook with a question bank, topic-wise theory and past papers of SSC JE
  • Civil Booster - A civil engineering handbook
  • Reasoning Ki Goli - Engineering reasoning questions for competitive exams
  • Haryana Ki Goli - Previous years solved papers of Haryana civil engineering exams
  • A solution guide is sold separately to support the Civil Ki Goli handbook.

Civil Engineering Handbook Details

  • Civil Engineering Handbook offers topic-wise analysis
  • Formula charts are included
  • Relevant for exams such as ESE, GATE, state JE/AE exams, RRB, PSUs, and SSC-JE
  • Offers theory, key concepts, and short tricks

Civil Capsule (Pocket Dictionary) Details

  • A pocket dictionary of Civil Engineering
  • Written by S. Sorout
  • Second Edition published in Dec 2020
  • Copyrighted by the Author, with jurisdictional disputes subject to Haryana courts only

Civil Capsule (Pocket Dictionary) Content Overview

  • Includes soil mechanics (pages 1-15), reinforced cement concrete (16-24), fluid mechanics (25-44)
  • Covers building material and construction (45-77), strength of material (78-88), hydrology engineering (89-92)
  • Includes irrigation engineering (93-99), highway engineering (100-110), railway engineering (111-113)
  • Covers surveying (114-130), environmental engineering (131-140), steel structure (141-149)
  • Includes estimation costing (150-153), CPM & PERT (154-158), bridge engineering (159-169)
  • Covers tunnel engineering (170-172), and structural analysis (173-188)

Soil Mechanics Key Concepts

  • Soil types alluvia deposits are by rivers, marine by seawater, lacustrine by lakes, aeolian by wind and glacial soil by ice
  • Soil is either 3-phase (partially saturated) or 2-phase (fully saturated or dry soil)
  • Water content (W) is calculated as (Ww/Ws) * 100
  • Void ratio (e) is calculated as Vv/Vs

Soil properties formulas

  • Porosity (n) is (Vv/V) * 100
  • Degree of Saturation (S) is (Vw/Vv) * 100
  • Air Content (ac) is Va/Vv
  • Bulk Unit Weight (γ) is (Ws + Ww) / (Va + Vw + Vs)
  • Dry Unit Weight (γd) is Ws/V
  • Saturated Unit Weight (γsat) is Wsat/V
  • Specific Gravity (G) is Ws / (Vs * γw)
  • Mass Specific Gravity (Gm) is W / (V * γw)
  • Formula relating n and e: n = e/(1+e) or e = n/(1-n)
  • Se = WG

Soil unit weight formulas

  • Saturated unit weight: γsat = (G+e)/(1+e) * γw
  • Dry unit weight: γd = Gγw / (1+e)
  • Submerged unit weight: γ' = (G-1)/(1+e) * γw
  • Dry unit weight can also be expressed as: γd = γ/(1+w)

Water content determination

  • Oven drying method uses the formula: W = (W2-W1)/(W3-W1) * 100
  • Pycnometer method formula: W = ((W2-W1)/(W3-W4) * ((G-1)/G) - 1) * 100

Unit Weight Determination

  • Use the Core Cutter method in fine-grained and clayey soil
  • Water displacement method, use this method for cohesive soils only
  • Sand Replacement Method: Use this method for gravelly, sandy, and dry soil

Other Soil mechanics formulas

  • Plasticity Index (Ip) is WL - WP, where WL is liquid limit and WP is plastic limit
  • Liquidity Index (IL) is (WN - WP) / Ip
  • Consistency Index (Ic) is (WL - WN) / Ip
  • Flow Index (If) is (W1 - W2) / log10(N2/N1)
  • Toughness Index (It) is Ip / If
  • Sensitivity (St) is (qu undisturbed) / (qu Remoulded)
  • Relative Density/Density Index (ID) is (emax - e) / (emax - emin) * 100
  • Activity of Clay (Ac) is (Plasticity Index) / (% by weight finer than 2µ)
  • Coefficient of uniformity (Cu) is D60 / D10
  • Coefficient of curvature (Cc) is (D30)^2 / (D10 * D60)

Soil compaction and consolidation definitions

  • Compaction: process reduces air voids in partially saturated soil using dynamic load
  • Consolidation: water expulsion reduces volume in completely saturated soil using static load

Quick Sand Condition

  • Occurs when upward seepage force equals buoyant weight of the soil
  • Effective stress is zero in this condition

Critical Hydraulic Gradient and Darcy's Law

  • Critical hydraulic gradient (icr) = (G-1)/(1+e) = (G-1)(1-n)
  • Factor of Safety (FOS) = icr / ie, where ie is the exit gradient
  • Darcy's Law: q = kiA (q is discharge, k is permeability, i is hydraulic gradient, A is area)

Permeability Measurement Methods

  • Constant Head Permeameter: K = (qL) / (iAht)
  • Falling Head Permeameter: K = (2.3aL / At) * log10(h1/h2)
  • Confined Flow Pumping Test: K = (2.3q / 2πD) * log10(r2/r1) / (h2-h1)
  • Unconfined Flow Pumping Test: K = (2.3q / π(H^2 - h^2)) * log10(R/r)

Estimating Permeability with Formulas

  • Kozeny-Carman Equation: K = (1/K0S^2) * (γ/μ) * (e^3/(1+e))
  • Allen Hazen's Equation: K = C * D10^2
  • Where C is a constant and D10 is the effective particle size

Soil consolidation parameters

  • Coefficient of Consolidation: K = Cv * Mv * γw
  • Cv is inversely proportional to liquid limit (wL) and directly proportional to the liquid limit
  • Compressibility, MV = Delta(e)/(1 + e0) * Delta(sigma)

Boussinesq's Equations for Stress Distribution

  • σz = (3q / 2πz^2) * (1 / (1 + (r/z)^2)^(5/2))

Westergaard's Solution for Vertical Stress

  • σz = (1 / πz^2) * (1 / (1 + 2(r/z)^2)^(3/2))

Terzaghi's Consolidation Equation

  • du/dt = Cv * (d^2u/dz^2)
  • Where du/dt is the rate of change of pore water pressure Factor: Tv = Cvt / H

Triaxial Test

  • σ1 = σ3 * tan^2(45° + φ/2) + 2c * tan(45° + φ/2)

Maximum value in stability number equation

  • C m / γH. This is for Soil stability
  • E = (C/ γH)
  • (Max. value = 0.261)

Active Earth Pressure

  • Failure plane inclined at (45 + φ/2) degrees to the horizontal
  • Small movement mobilizes pressure (ΔH = 0.2% of H for dense sands, 0.5% for loose sands)
  • Ka = (1 - sin φ) / (1 + sin φ) = tan²(45 - φ/2)

Passive Earth Pressure

  • Failure plane is inclined at (45 - φ/2) degrees to the horizontal
  • Higher movement is required: ΔH = 2% of H for dense sands, (5-10)% for loose sands.
  • Kp = (1 + sin φ) / (1 - sin φ) = tan²(45 + φ/2)

Active Earth Pressure For Cohesive Soils

  • Formula: Pa. = Kayz – 2C√Ka, Active Earth Pressure For Cohesive

Bearing Capacity Equations for Soils

  • Strip footing: qult = CNc + γDfNq + 0.5γbNγ
  • Circular footing: qult = 1.3CNc + γDfNq + 0.3γbNγ
  • Square footing: qult = 1.3CNc + γDfNq + 0.4 γbNγ

Important factor to determine from plate load test

  • The test used to calculate the ultimate bearing capacity of soil is for the safe settlement of foundation in cohensionless soil

Standard penetration numbers

  • SPT-N values in clay do not require corrections for overburden pressure or dilatancy
  • In granular soils the split spoon sampler penetrates by applying impact measuring 65kg free fall 75 cm

Ultimate Bearing Capacity of pile

  • By base and skin soil friction, using engineering news formula WH / 6(SC)
  • = C = 2.5 cm for drop hammer
  • = C = 2. 25 cm for stream hammering

Boring Techniques

  • Auger Boring use: partially saturated sands, silts and stiff clays however provide highly disturbed sample, limited to 6 Metres
  • Wash Sample: It gives disturbed sample, It is not use in hard soils rock in soil containing boulder
  • Precision Boring: heavy drill bits dropped and race, and used in bolder and gravel straights, Rotary boring- use for least disturbed soil

Soil mechanics

  • Inside Clearance Coefficient iS: ( D3 – D1 ) / D1 * 100%
  • Area ratio is (D₂²-D₁²)/D₁² x 100
  • Recovery Ratio: (Recovery length of sample) / (Penetration length of the sample)

Concrete properties

  • E = 5700/fck N/mm². This is for M15 grade concrete and used in the 1978 standards model
  • E = 5000/fck N/mm². This is for M12 grade concrete and used in the 2000 model
  • Use the le Chatelier method for the soundness test

Concrete types and uses

  • Lean Concrete: used for bases and is M5 or m7.5
  • Reinforcement is general construction and is M20, 30, 40
  • High, very low temperatures require for the construction of bridge super-structure
  • White cement used for interior decoration, colour and finish

Main materials on raw concrete

  • Calcium oxide the function is used for control string and soundness at 70 pounds to 60/100 as content
  • Silica control is it slows setting an optimal level at 2 5 to 17/100 content
  • Aluminia quick setting and it lowers 328 Iron oxide gives colour
  • Gypsum prevent sound it if high crack in

Initial and final setting time

  • At 30 mins with 600 minutets Rapid hardening with more C2S and less 3CS , high strength

Structural formula

  • Find bending the tensile stresses by: for = 0.7/Fck = Cr20DL.
  • cr: f flexure > spinning > tensile string

Shear stress

  • = V /V * 100 for no stress and equal 96
  • Design S.R retangular Section. If (V-UM), V=YM. if V R4 - R4(2) A = V YM 5087 - 2Jp.

Flexure

  • Balanced strength and flexure , where X(U) 5700/097 fy + 11 0
  • Nominal stress of the 20 B159/ 0.J6lck
  • Section double section the nominal shear * = VI PD.

Type of constructions

  • In the first formula: 16 * 6mm from the log
  • In the linear and circular setting to take notes of the non-retan linear , the ratio of the number of The central limit slope to increase is later.
  • The deflection of support is 700 mm / 2.5 mm

Slabs

  • Where there are some conditions , and others where two -way Ly/Lx / 2 is two way while >/ 2 is one way section ratio in slab
  • If both sides are not less than 12

Types Of Portland Cement:

1.OPC (ordinary Portland cement): Classified on basis of Grade33-55 2. RHC (rapid-hardening cement): More C38, 3. Used less often in mass concrete projects than the earlier version. 4. Extra Rapid Hardening Cement: Rapid Hardening + 2% CaCL, high with shrinking 5. High Alumina Cement: Has IST =3 hours 30 mins, has particular suitability to see water 6. Portland Slag Cement: A mix of Portland cement Gypso. with high sulfate acid and best using massive content 7. Super Sulphated Portland Cement: Contains large amounts of calcium sulphate, and very strong resistance 8. How heat Portand Content: Has a lower mixing contents for strength 9. Portland Pulzzolan Cement: It a mixed class of ash by mass and important for the marine

Fast setting with the best elements can use the most

  • Find grounded with reduced Gypsum and with Alumninium surface at standard conditions

Air Entaining And Hydrophobic Cements

  • Air can transfer with vinoid to resinate and make fat and oil and weight to aid
  • For hydrophobic content use steric pentachloroplend or oil

Tests of Cement

  • Specific
  • Consistency Test
  • Setting time
  • soundness
  • Tensile and compressive

Soundness test

  • Soundness Test: To detect change in volume after setting; to maintain integrity on Le Chamelier or Autocalve method

Curing & Construction

  • By shading to cover water to apply 15 compound stream

Steel Production

  • The unit mass of steel, P equals 7850 kg/m³ Modulous The Poisson ration to find stress/strength
  • To see expansion find value at one / -6 C

Isotropic materials

  • Is material with similar characteristics in all directions

Orthotropic material

  • Is material with similar characteristics that do not depend on direction but are specific to all point

Important mechanical equations

Radius = Mohrs Cycle / stress/ by max/ with main equal 0 Sheer max to determine the axis of rotation

  • Find V = volumetric stress = volumetric * 124/5
  • If D to the change with the strain as constant. = 6* and isotropic

Mechanics Elasticity

  • Elastic Modulus - Is calculated as E/2(1 + v)
  • or bulk is the use of the volume to 3(k/d)* with 2 stress and 6 total stress
  • To determine axial *1 AL = / ae. If instantaneous -2 PL = / AL.

Non prismatic bars

  • Ls-a1 or b= PA eA for both / both sections on composit bars + 0.
  • Expansion is equivalent * and aluminum to be above the steel as material

Bending

  • To find the main M = 3D/8
  • The location of the bend = M. , (P / 1) =Y(l)/l

Beam Bending Analysis

  • If axial, V=AY/B then the = A (1)

Slope and deflection

  • The slope is zero to ML/ El for L35 or as standard
  • L with uniform over rate and uniform can find point for analysis

Shear stress

  • When V (at /s): If V = 1(l): and
  • Determine the equation / 1030) and. Y and other parameters . A And find the area of length

Torsion

  • Where 1 (P / u ) * L4 + U then the constant. = M+ and *

Material stresses and conditions

  • Rank is good *to brittleness
  • that can use stain best

Shafts

  • G2 and 7/l1
  • =4

Important Structural Steel Properties

  • Unit mass of structural steel is 7850 kg/m³
  • Modulus of elasticity is 2 × 10^5 N/mm²
  • Modulus of rigidity is 0.769 × 10^5 N/mm²
  • Poisson ratio is 0.3
  • Coefficient of thermal expansion is 12 × 10^-6 /°C

Material Composition

  • Wrought iron has a carbon content of <.1%
  • Steel has .1 - .25% carbon
  • High carbon steel is .55 to .95% carbon content
  • Cast iron is 2 to 4% carbon

T beam calculations

  • Use =11 for both uniform with both conditions

Surveying Equipment

  • Surveying Chain used Right Angle
  • Optical and the prison Square

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