Podcast
Questions and Answers
What type of acceleration is caused by a change in the spacing between streamlines?
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?
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?
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?
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?
If a fluid particle is moving along a curved path, what type of acceleration is present?
If a fluid particle is moving along a curved path, what type of acceleration is present?
In the context of fluid flow and velocity potential, how is the direction of flow related to the potential function?
In the context of fluid flow and velocity potential, how is the direction of flow related to the potential function?
Which type of soil is typically deposited by wind action?
Which type of soil is typically deposited by wind action?
A soil sample has a void ratio of 0.75. Calculate the porosity of the soil.
A soil sample has a void ratio of 0.75. Calculate the porosity of the soil.
Which of the following scenarios would predominantly involve temporal acceleration?
Which of the following scenarios would predominantly involve temporal acceleration?
What is the significance of an 'equipotential line' in fluid dynamics?
What is the significance of an 'equipotential line' in fluid dynamics?
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.
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.
What is the air content of a soil sample if its degree of saturation is 60%?
What is the air content of a soil sample if its degree of saturation is 60%?
Consider the acceleration components of a fluid particle. If the convective acceleration is zero, what does this imply?
Consider the acceleration components of a fluid particle. If the convective acceleration is zero, what does this imply?
Which of the following statements is correct regarding the relationship between porosity (n) and void ratio (e)?
Which of the following statements is correct regarding the relationship between porosity (n) and void ratio (e)?
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?
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?
If the air content of a soil is 0.3 and the porosity is 0.5, what is the degree of saturation?
If the air content of a soil is 0.3 and the porosity is 0.5, what is the degree of saturation?
A cement sample is found to have a high percentage of Alumina (Al2O3). Which of the following is the MOST likely consequence?
A cement sample is found to have a high percentage of Alumina (Al2O3). Which of the following is the MOST likely consequence?
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?
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?
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?
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?
If a contractor requires quick setting and early strength gain in cold weather conditions, which cement type would be the MOST suitable choice?
If a contractor requires quick setting and early strength gain in cold weather conditions, which cement type would be the MOST suitable choice?
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?
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?
Which of the following tests is a destructive method used for assessing the quality of hardened concrete?
Which of the following tests is a destructive method used for assessing the quality of hardened concrete?
A concrete mix is being designed for a marine environment. Which of the listed cement types would offer the BEST protection against chloride attack?
A concrete mix is being designed for a marine environment. Which of the listed cement types would offer the BEST protection against chloride attack?
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?
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?
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?
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?
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?
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?
In comparing impulse and reaction turbines, which characteristic distinctly differentiates reaction turbines from impulse turbines?
In comparing impulse and reaction turbines, which characteristic distinctly differentiates reaction turbines from impulse turbines?
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?
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?
What is the primary reason a draft tube is used in reaction turbines but not in impulse turbines?
What is the primary reason a draft tube is used in reaction turbines but not in impulse turbines?
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?
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?
Which type of hydraulic jump is characterized by an energy loss of approximately 60% and exhibits a distinct roller and jump action?
Which type of hydraulic jump is characterized by an energy loss of approximately 60% and exhibits a distinct roller and jump action?
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?
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?
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?
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?
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 $K_0$?
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 $K_0$?
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?
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?
What is the major purpose of conducting a plate load test in the field?
What is the major purpose of conducting a plate load test in the field?
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?
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?
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 ($N_c$, $N_q$, $N_{\gamma}$)?
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 ($N_c$, $N_q$, $N_{\gamma}$)?
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?
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?
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?
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?
Which characteristic distinguishes clamp burning from kiln burning in brick manufacturing?
Which characteristic distinguishes clamp burning from kiln burning in brick manufacturing?
In the context of brick manufacturing, what is a primary advantage of using a kiln over a clamp?
In the context of brick manufacturing, what is a primary advantage of using a kiln over a clamp?
When is clamp burning a more suitable option than kiln burning for brick manufacturing?
When is clamp burning a more suitable option than kiln burning for brick manufacturing?
How does the control of fire differ between clamp and kiln burning methods?
How does the control of fire differ between clamp and kiln burning methods?
What contributes to the potentially lower cost of clamp burning compared to kiln burning?
What contributes to the potentially lower cost of clamp burning compared to kiln burning?
If a brick manufacturer prioritizes minimizing heat wastage, which burning method is more suitable and why?
If a brick manufacturer prioritizes minimizing heat wastage, which burning method is more suitable and why?
Which of the following directly affects the higher percentage of good quality bricks produced in kiln burning compared to clamp burning?
Which of the following directly affects the higher percentage of good quality bricks produced in kiln burning compared to clamp burning?
A brick manufacturer needs to produce 50,000 bricks within a month. Considering only the burning and cooling times, which method is more appropriate?
A brick manufacturer needs to produce 50,000 bricks within a month. Considering only the burning and cooling times, which method is more appropriate?
Flashcards
Alluvial Soil
Alluvial Soil
Soil transported and deposited by rivers.
Marine Soil
Marine Soil
Soil transported and deposited by seawater.
Lacustrine Soil
Lacustrine Soil
Soil deposited in still water environments like lakes.
Aeolian Soil
Aeolian Soil
Signup and view all the flashcards
Glacial Soil
Glacial Soil
Signup and view all the flashcards
Water Content (w)
Water Content (w)
Signup and view all the flashcards
Void Ratio (e)
Void Ratio (e)
Signup and view all the flashcards
Porosity (n)
Porosity (n)
Signup and view all the flashcards
Tangential Acceleration
Tangential Acceleration
Signup and view all the flashcards
Normal Acceleration
Normal Acceleration
Signup and view all the flashcards
Convective Acceleration
Convective Acceleration
Signup and view all the flashcards
Temporal Acceleration
Temporal Acceleration
Signup and view all the flashcards
Acceleration of a Fluid Particle (x-direction)
Acceleration of a Fluid Particle (x-direction)
Signup and view all the flashcards
Rotational Component
Rotational Component
Signup and view all the flashcards
Velocity potential
Velocity potential
Signup and view all the flashcards
Equipotential line
Equipotential line
Signup and view all the flashcards
Active Earth Pressure (Cohesive Soil)
Active Earth Pressure (Cohesive Soil)
Signup and view all the flashcards
ZC (Depth of Zero Active Pressure)
ZC (Depth of Zero Active Pressure)
Signup and view all the flashcards
Earth Pressure at Rest
Earth Pressure at Rest
Signup and view all the flashcards
Coefficient of Earth Pressure at Rest (K0)
Coefficient of Earth Pressure at Rest (K0)
Signup and view all the flashcards
Net Safe Bearing Capacity (qns)
Net Safe Bearing Capacity (qns)
Signup and view all the flashcards
Safe Bearing Capacity (qsaf)
Safe Bearing Capacity (qsaf)
Signup and view all the flashcards
Elastic Settlement Calculation
Elastic Settlement Calculation
Signup and view all the flashcards
Settlement Ratio (Sandy Soil)
Settlement Ratio (Sandy Soil)
Signup and view all the flashcards
Jump Froude Number Range
Jump Froude Number Range
Signup and view all the flashcards
Weak Jump
Weak Jump
Signup and view all the flashcards
Oscillating Jump
Oscillating Jump
Signup and view all the flashcards
Steady Jump
Steady Jump
Signup and view all the flashcards
Strong Jump
Strong Jump
Signup and view all the flashcards
Impulse Turbine
Impulse Turbine
Signup and view all the flashcards
Reaction Turbine
Reaction Turbine
Signup and view all the flashcards
Pelton Wheel
Pelton Wheel
Signup and view all the flashcards
Clamp Burning
Clamp Burning
Signup and view all the flashcards
Lime (CaO) in Cement
Lime (CaO) in Cement
Signup and view all the flashcards
Silica (SiO2) in Cement
Silica (SiO2) in Cement
Signup and view all the flashcards
Kiln Burning
Kiln Burning
Signup and view all the flashcards
Clamp Initial Cost
Clamp Initial Cost
Signup and view all the flashcards
Alumina (Al2O3) in Cement
Alumina (Al2O3) in Cement
Signup and view all the flashcards
Kiln Initial Cost
Kiln Initial Cost
Signup and view all the flashcards
Iron Oxide (Fe2O3) in Cement
Iron Oxide (Fe2O3) in Cement
Signup and view all the flashcards
Concrete Slump Test
Concrete Slump Test
Signup and view all the flashcards
Clamp Suitability
Clamp Suitability
Signup and view all the flashcards
Ultrasonic Pulse Velocity Test
Ultrasonic Pulse Velocity Test
Signup and view all the flashcards
Kiln Suitability
Kiln Suitability
Signup and view all the flashcards
Rebound Hammer Test
Rebound Hammer Test
Signup and view all the flashcards
Clamp Fire Control
Clamp Fire Control
Signup and view all the flashcards
Kiln Fire Control
Kiln Fire Control
Signup and view all the flashcards
Splitting Tensile Strength Test
Splitting Tensile Strength Test
Signup and view all the flashcards
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
Studying That Suits You
Use AI to generate personalized quizzes and flashcards to suit your learning preferences.