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1081
GATE2014-2-55
The chainage of the intersection point of two straight is $1585.60$ m and the angle of intersection is $140^{\circ}$. If the radius of a circular curve is $600.00$ m, the tangent distance (in m) and length of the curve (in m), respectively are $418.88$ and $1466.08$ $218.38$ and $1648.49$ $218.38$ and $418.88$ $418.88$ and $218.38$
The chainage of the intersection point of two straight is $1585.60$ m and the angle of intersection is $140^{\circ}$. If the radius of a circular curve is $600.00$ m, the...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
traffic-engineering
transportation-engineering
types-of-intersections
+
–
0
votes
0
answers
1082
GATE2014-2-44
Irrigation water is to be provided to a crop in a field to bring the moisture content of the soil from the existing $18 \%$ to the field capacity of the soil at $28 \%$. The effective root zone of the crop is $70$ cm. If the densities of the soil and water ... $1.0 \: gm/cm^3$ respectively, the depth of irrigation water (in mm) required for irrigating the crop is ________
Irrigation water is to be provided to a crop in a field to bring the moisture content of the soil from the existing $18 \%$ to the field capacity of the soil at $28 \%$. ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Irrigation
gate2014-ce-2
numerical-answers
irrigation
water-resources-engineering
+
–
0
votes
0
answers
1083
GATE2014-2-45
With reference to a standard Cartesian (x, y) plane, the parabolic velocity distribution profile of fully developed laminar flow in x-direction between two parallel, stationary and identical plates that are separated by distance, h, is given by the expression ...
With reference to a standard Cartesian (x, y) plane, the parabolic velocity distribution profile of fully developed laminar flow in x-direction between two parallel, stat...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
water-resources-engineering
fluid-mechanics
laminar-flow
+
–
0
votes
0
answers
1084
GATE2014-2-46
A suspension of sand like particles in water with particles of diameter $0.10$ mm and below is flowing into a settling tank at $0.10 \: m^3/s$. Assume $g=9.81 \: m/s^2$, specific gravity of particles $=2.65$ ... are (in $m^2$) required for this settling tank to remove particles of size $0.06$ mm and above with $100 \%$ efficiency is ___________
A suspension of sand like particles in water with particles of diameter $0.10$ mm and below is flowing into a settling tank at $0.10 \: m^3/s$. Assume $g=9.81 \: m/s^2$, ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2014-ce-2
numerical-answers
solid-mechanics
geotechnical-engineering
characteristics-of-sand
+
–
0
votes
0
answers
1085
GATE2014-2-47
A surface water treatment plant operates round the clock with a flow rate of $35 \: m^3/min$. The water temperature is $15^{\circ}C$ and jar testing indicated an alum dosage of $25$ mg/l with flocculation at a $Gt$ value of $4 \times 10^4$ producing optimal results. The alum quantity required for $30$ days (in kg) of operation of the plant is _______
A surface water treatment plant operates round the clock with a flow rate of $35 \: m^3/min$. The water temperature is $15^{\circ}C$ and jar testing indicated an alum dos...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Water and Waste Water Quality and Treatment
gate2014-ce-2
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
surface-water-treatment
+
–
0
votes
0
answers
1086
GATE2014-2-48
An effluent at a flow rate of $2670 \: m^3/d$ from a sewage treatment plant is to be disinfected. The laboratory data of disinfection studies with a chlorine dosage of $15$ mg/l yield the model $N_t=N_oe^{-0.145t}$ where $N_t=$ number of micro-organisms surviving ... (at $t=0$). The volume of disinfection unit (in $m^3$) required to achieve a $98\%$ kill micro-organisms is __________
An effluent at a flow rate of $2670 \: m^3/d$ from a sewage treatment plant is to be disinfected. The laboratory data of disinfection studies with a chlorine dosage of $1...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Water and Waste Water Quality and Treatment
gate2014-ce-2
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
effluent-discharge-standards
sewage-treatment
+
–
0
votes
0
answers
1087
GATE2014-2-49
A waste water stream (flow $=2 m^3/s$, ultimate BOD$=90$ mg/l) is joining a small river (flow $=12 \: m^3/s$, ultimate BOD $=5$ mg/l). Both water streams get mixed up instantaneously. Cross-sectional area of the river is $50 \: m^2$. Assuming the de-oxygenation rate ... $10$ km downstream of the mixing point is $1.68$ $12.63$ $15.46$ $1.37$
A waste water stream (flow $=2 m^3/s$, ultimate BOD$=90$ mg/l) is joining a small river (flow $=12 \: m^3/s$, ultimate BOD $=5$ mg/l). Both water streams get mixed up ins...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Water and Waste Water Quality and Treatment
gate2014-ce-2
water-and-waste-water-quality-and-treatment
environmental-engineering
de-oxygenation-rate-constant
waste-water-stream
+
–
0
votes
0
answers
1088
GATE2014-2-37
An infinitely long slope is made up of a $c-\phi$ soil having the properties: cohesion $(c)=20$ kPa, and dry unit weight $(\gamma_d)=16 \: kN/m^3$. The angle of inclination and critical height of the slope are $40^{\circ}$ and $5$ m respectively. To maintain the limiting equilibrium, the angle of internal friction of the soil (in degrees) is _______
An infinitely long slope is made up of a $c-\phi$ soil having the properties: cohesion $(c)=20$ kPa, and dry unit weight $(\gamma_d)=16 \: kN/m^3$. The angle of inclinati...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
numerical-answers
geotechnical-engineering
soil-mechanics
index-properties
equilibrium
+
–
0
votes
0
answers
1089
GATE2014-2-38
Group I enlists in-situ field tests carried out for soil exploration, while Group II provides a list of parameters for sub-soil strength characterization. Match the type of tests with the characterization parameters. ... $P-1; Q-2; R-3; S-4$ $P-2; Q-3; R-4; S-1$ $P-4; Q-1; R-2; S-3$
Group I enlists in-situ field tests carried out for soil exploration, while Group II provides a list of parameters for sub-soil strength characterization. Match the type ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
soil-mechanics
geotechnical-engineering
soil-exploration
+
–
0
votes
0
answers
1090
GATE2014-2-39
A single vertical friction pile of diameter $500$ mm and length $20$ m is subjected to a vertical compressive load. The pile is embedded in a homogeneous sandy stratum where; angle of internal friction $(\phi)=30^{\circ}$ ... $(K)=2.7$ and the bearing capacity factor $(N_q)=25$, the ultimate bearing capacity of the pile (in kN) is ________
A single vertical friction pile of diameter $500$ mm and length $20$ m is subjected to a vertical compressive load. The pile is embedded in a homogeneous sandy stratum wh...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Foundation Engineering
gate2014-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
piles
+
–
0
votes
0
answers
1091
GATE2014-2-40
A circular raft foundation of $20$ m diameter and $1.6$ m thick is provided for a tank that applies a bearing pressure of $110$ kPa on sandy soil with Young’s modulus, $E_s’=30$ MPa and Poisson’s ratio, $v_s=0.3$. The raft is made of concrete ($E_c=30$ GPa and $v_c=0.15$). Considering the raft as rigid, the elastic settlement (in mm) is $50.96$ $53.36$ $63.72$ $66.71$
A circular raft foundation of $20$ m diameter and $1.6$ m thick is provided for a tank that applies a bearing pressure of $110$ kPa on sandy soil with Young’s modulus, ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Foundation Engineering
gate2014-ce-2
foundation-engineering
geotechnical-engineering
elastic-settlement
+
–
0
votes
0
answers
1092
GATE2014-2-41
A horizontal nozzle of $30$ mm diameter discharges a steady jet of water into the atmosphere at a rate of $15$ litres per second. The diameter of inlet to the nozzle is $100$ mm. The jet impinges normal to a flat stationary plate held close to the nozzle end. ... considering the density of water as $1000 \: kg/m^3$, the force exerted by the jet (in N) on the plate is __________
A horizontal nozzle of $30$ mm diameter discharges a steady jet of water into the atmosphere at a rate of $15$ litres per second. The diameter of inlet to the nozzle is $...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydraulics
gate2014-ce-2
numerical-answers
hydraulics
water-resources-engineering
+
–
0
votes
0
answers
1093
GATE2014-2-42
A venturimeter having a throat diameter of $0.1$ m is used to estimate the flow rate of a horizontal pipe having a diameter of $0.2$ m. For an observed pressure difference of $2$ m of water head and coefficient of discharge equal to unity, assuming that the energy losses are ... the flow rate (in $m^3/s$) through the pipe is approximately equal to $0.500$ $0.150$ $0.050$ $0.015$
A venturimeter having a throat diameter of $0.1$ m is used to estimate the flow rate of a horizontal pipe having a diameter of $0.2$ m. For an observed pressure differenc...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
votes
0
answers
1094
GATE2014-2-43
A rectangular channel of $2.5$ m width is carrying a discharge of $4 \: m^3/s$. Considering that acceleration due to gravity as $9.81 \: m/s^2$, the velocity of flow (in m/s) corresponding to the critical depth (at which the specific energy is minimum) is _________
A rectangular channel of $2.5$ m width is carrying a discharge of $4 \: m^3/s$. Considering that acceleration due to gravity as $9.81 \: m/s^2$, the velocity of flow (in ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydraulics
gate2014-ce-2
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
+
–
0
votes
0
answers
1095
GATE2014-2-30
The values of axial stress $(\sigma)$ in $kN/m^2$, bending moment $(M)$ in kNm, and shear force $(V)$ in kN acting at point P fr the arrangement shown in the figure are respectively. $1000, 75$ and $25$ $1250, 150$ and $50$ $1500, 225$ and $75$ $1750, 300$ and $100$
The values of axial stress $(\sigma)$ in $kN/m^2$, bending moment $(M)$ in kNm, and shear force $(V)$ in kN acting at point P fr the arrangement shown in the figure are r...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2014-ce-2
solid-mechanics
structural-engineering
bending-moment-and-shear-force
+
–
0
votes
0
answers
1096
GATE2014-2-31
The beam of an overall depth $250$ mm (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces of the beam are $36^{\circ}$ and $72^{\circ}$ respectively. Considering coefficient of thermal ... per $^{\circ}C$, the vertical deflection of the beam (in mm) at its mid-span due to temperature gradient is ________
The beam of an overall depth $250$ mm (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
temperature-gradient
+
–
0
votes
0
answers
1097
GATE2014-2-32
The axial load (in kN) in the member PQ for the arrangement/assembly shown in the figure given below is ______________
The axial load (in kN) in the member PQ for the arrangement/assembly shown in the figure given below is ______________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
axial-load
beams
+
–
0
votes
0
answers
1098
GATE2014-2-33
Considering the symmetric of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is $170$ $172$ $176$ $178$
Considering the symmetric of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is$170$$172...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Engineering Mechanics
gate2014-ce-2
structural-analysis
analysis-of-frames
+
–
0
votes
0
answers
1099
GATE2014-2-34
A prismatic beam (as shown below) has plastic moment capacity of $M_p$, then the collapse load $P$ of the beam is $\dfrac{2M_p}{L} \\$ $\dfrac{4M_p}{L} \\$ $\dfrac{6M_p}{L} \\$ $\dfrac{8M_p}{L}$
A prismatic beam (as shown below) has plastic moment capacity of $M_p$, then the collapse load $P$ of the beam is$\dfrac{2M_p}{L} \\$$\dfrac{4M_p}{L} \\$$\dfrac{6M_p}{L} ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Steel Structures
gate2014-ce-2
steel-structures
structural-engineering
plastic-analysis-of-beams
+
–
0
votes
0
answers
1100
GATE2014-2-35
The tension (in kN) in a $10$ m long cable, shown in the figure, neglecting its self-weight is $120$ $75$ $60$ $45$
The tension (in kN) in a $10$ m long cable, shown in the figure, neglecting its self-weight is$120$$75$$60$$45$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Analysis
gate2014-ce-2
structural-analysis
structural-engineering
analysis-of-cables
+
–
0
votes
0
answers
1101
GATE2014-2-36
For the state of stresses (IN MPa) shown in the figure below, the maximum shear stress (in MPa) is __________
For the state of stresses (IN MPa) shown in the figure below, the maximum shear stress (in MPa) is __________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
solid-mechanics
shear-stress
+
–
0
votes
0
answers
1102
GATE2014-2-24
A road is being designed for a speed of $110$ km/hr on a horizontal curve with a super elevation of $8 \%$. If the coefficient of side friction is $0.10$, the minimum radius of the curve (in m) required for safe vehicular movement is $115.0$ $152.3$ $264.3$ $528.5$
A road is being designed for a speed of $110$ km/hr on a horizontal curve with a super elevation of $8 \%$. If the coefficient of side friction is $0.10$, the minimum rad...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Transportation Infrastructure
gate2014-ce-2
transportation-engineering
transportation-infrastructure
geometric-design-of-highways
+
–
0
votes
0
answers
1103
GATE2014-2-25
The survey carried out to delineate natural features, such as hills, rivers, forests and man-made features, such as towns, village, buildings, roads, transmission line, and canals is classified as engineering survey geological survey land survey topographic survey
The survey carried out to delineate natural features, such as hills, rivers, forests and man-made features, such as towns, village, buildings, roads, transmission line, a...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Geomatics Engineering
gate2014-ce-2
principles-of-surveying
geomatics-engineering
+
–
0
votes
0
answers
1104
GATE2014-2-26
The expression $\displaystyle{} \lim_{a \to 0} \dfrac{x^a-1}{a}$ is equal to $\log x$ $0$ $x \log x$ $\infty$
The expression $\displaystyle{} \lim_{a \to 0} \dfrac{x^a-1}{a}$ is equal to$\log x$$0$$x \log x$$\infty$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Calculus
gate2014-ce-2
calculus
limits
+
–
0
votes
0
answers
1105
GATE2014-2-27
An observer counts $240$ veh/h at a specific highway location. Assume that the vehicle arrival at the location is Poisson distributed, the probability of having one having vehicle arriving over a $30$-second time interval is _________
An observer counts $240$ veh/h at a specific highway location. Assume that the vehicle arrival at the location is Poisson distributed, the probability of having one havin...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Highway Pavements
gate2014-ce-2
numerical-answers
highway-pavements
transportation-engineering
poisson-distributed
probability
+
–
0
votes
0
answers
1106
GATE2014-2-28
The rank of the matrix $\begin{bmatrix} 6 & 0 & 4 & 4 \\ -2 & 14 & 8 & 18 \\ 14 & -14 & 0 & -10 \end{bmatrix}$ is _________
The rank of the matrix $\begin{bmatrix} 6 & 0 & 4 & 4 \\ -2 & 14 & 8 & 18 \\ 14 & -14 & 0 & -10 \end{bmatrix}$ is _________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Linear Algebra
gate2014-ce-2
numerical-answers
linear-algebra
matrices
rank-of-matrix
+
–
0
votes
0
answers
1107
GATE2014-2-29
Water is flowing at a steady rate through a homogeneous and saturated horizontal soil strip of $10$ m length. The strip is being subjected to a constant water head $(H)$ of $5$ m at the beginning and $1$ m at the end. If the governing equation of flow in the soil ... $x$ is the distance along the soil strip), the value of $H$ (in m) at the middle of the strip is _______
Water is flowing at a steady rate through a homogeneous and saturated horizontal soil strip of $10$ m length. The strip is being subjected to a constant water head $(H)$ ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
numerical-answers
geotechnical-engineering
soil-mechanics
+
–
0
votes
0
answers
1108
GATE2014-2-17
A plane flow has velocity components $u=\dfrac{x}{T_1}$, $v=-\dfrac{y}{T_2}$ and $w=0$ along $x,y$ and $z$ directions respectively, where $T_1( \neq 0)$ and $T_2 (\neq 0)$ are constants having the dimension of time. The given flow is incompressible if $T_1=-T_2 \\$ $T_1=- \dfrac{T_2}{2} \\$ $T_1=\dfrac{T_2}{2} \\$ $T_1=T_2$
A plane flow has velocity components $u=\dfrac{x}{T_1}$, $v=-\dfrac{y}{T_2}$ and $w=0$ along $x,y$ and $z$ directions respectively, where $T_1( \neq 0)$ and $T_2 (\neq 0)...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
votes
0
answers
1109
GATE2014-2-18
Group I lists a few devices while Group II provides information about their uses. Match the devices with their corresponding use. ... $P-4; \: Q-2; \: R-1 \: S-3$ $P-4; \: Q-3; \: R-2 \: S-1$
Group I lists a few devices while Group II provides information about their uses. Match the devices with their corresponding use.$\begin{array}{llll} {} & \text{Group I} ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Fluid Mechanics
gate2014-ce-2
water-resources-engineering
fluid-mechanics
flow-stream
+
–
0
votes
0
answers
1110
GATE2014-2-19
An isolated $3-h$ rainfall event on a small catchment produces a hydrograph peak and point of inflection on the falling limb of the hydrograph at $7$ hours and $8.5$ hours respectively, after the start of the rainfall. Assuming, no losses and no base flow contribution, the time of concentration (in hours) for the catchment is approximately $8.5$ $7.0$ $6.5$ $5.5$
An isolated $3-h$ rainfall event on a small catchment produces a hydrograph peak and point of inflection on the falling limb of the hydrograph at $7$ hours and $8.5$ hour...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydrology
gate2014-ce-2
hydrology
water-resources-engineering
hydrographs
+
–
0
votes
0
answers
1111
GATE2014-2-20
The Muskingum model of routing a flood through a stream reach is expressed as $O_2 =K_0I_2+K_1I_1+K_2O_1$, where $K_0$, $K_1$ and $K_2$ are the routing coefficients for the concerned reach, $I_1$ and $I_2$ are the inflows to the reach, and $O_1$ and $O_2$ are the outflows from the reach ... and $2$ respectively. The sum of $K_0$, $K_1$ and $K_2$ of the model is $-1$ $-0.5$ $0.5$ $1$
The Muskingum model of routing a flood through a stream reach is expressed as $O_2 =K_0I_2+K_1I_1+K_2O_1$, where $K_0$, $K_1$ and $K_2$ are the routing coefficients for t...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydrology
gate2014-ce-2
hydrology
water-resources-engineering
muskingum-model
+
–
0
votes
0
answers
1112
GATE2014-2-21
The dominating microorganisms in an activated sludge process reactor are aerobic heterotrophs anaerobic heterotrophs autotrophs phototrophs
The dominating microorganisms in an activated sludge process reactor areaerobic heterotrophsanaerobic heterotrophsautotrophsphototrophs
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Water and Waste Water Quality and Treatment
gate2014-ce-2
water-and-waste-water-quality-and-treatment
environmental-engineering
activated-sludge-process
+
–
0
votes
0
answers
1113
GATE2014-2-22
The two air pollution control devices that are usually used to remove very fine particles from the flue gas are Cyclone and Venturi Scrubber Cyclone and Packed Scrubber Electrostatic Precipitator and Fabric Filter Settling Chamber and Tray Scrubber
The two air pollution control devices that are usually used to remove very fine particles from the flue gas areCyclone and Venturi ScrubberCyclone and Packed ScrubberElec...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Air Pollution
gate2014-ce-2
air-pollution
environmental-engineering
air-pollution-control-devices
+
–
0
votes
0
answers
1114
GATE2014-2-23
The average spacing between vehicles in a traffic stream is $50$ m, then the density (in veh/km) of the stream is _______
The average spacing between vehicles in a traffic stream is $50$ m, then the density (in veh/km) of the stream is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
numerical-answers
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
votes
0
answers
1115
GATE2014-2-11
The modulus of elasticity, $E=5000 \sqrt{f_{ck}}$ where $f_{ck}$ is the characteristic compressive strength of concrete, specified in $IS:456-2000$ is based on tangent modulus initial tangent modulus secant modulus chord modulus
The modulus of elasticity, $E=5000 \sqrt{f_{ck}}$ where $f_{ck}$ is the characteristic compressive strength of concrete, specified in $IS:456-2000$ is based ontangent mod...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Concrete Structures
gate2014-ce-2
concrete-structures
structural-engineering
modulus-of-elasticity
+
–
0
votes
0
answers
1116
GATE2014-2-12
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is _______
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Concrete Structures
gate2014-ce-2
numerical-answers
concrete-structures
beams
+
–
0
votes
0
answers
1117
GATE2014-2-13
As per Indian Standard Soil Classification System (IS: $1498 – 1970$), an expression for $\textbf{A-line}$ is $I_p=0.73(w_L-20)$ $I_p=0.70(w_L-20)$ $I_p=0.73(w_L-10)$ $I_p=0.70(w_L-10)$
As per Indian Standard Soil Classification System (IS: $1498 – 1970$), an expression for $\textbf{A-line}$ is$I_p=0.73(w_L-20)$$I_p=0.70(w_L-20)$$I_p=0.73(w_L-10)$$I_p=...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
soil-mechanics
geotechnical-engineering
indian-standard-soil-classification-system
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–
0
votes
0
answers
1118
GATE2014-2-14
The clay mineral primarily governing the swelling behavior of Black Cotton soil is Halloysite Illite Kaolinite Montmorillonite
The clay mineral primarily governing the swelling behavior of Black Cotton soil isHalloysiteIlliteKaoliniteMontmorillonite
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
soil-mechanics
geotechnical-engineering
characteristics-of-clay
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–
0
votes
0
answers
1119
GATE2014-2-15
The contact pressure for a rigid footing resting on clay at the centre and the edges are respectively maximum and zero maximum and minimum zero and maximum minimum and maximum
The contact pressure for a rigid footing resting on clay at the centre and the edges are respectivelymaximum and zeromaximum and minimumzero and maximumminimum and maximu...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
soil-mechanics
geotechnical-engineering
characteristics-of-clay
+
–
0
votes
0
answers
1120
GATE2014-2-16
A certain soil has the following properties: $G_s=2.71$, $n=40 \%$ and $w=20 \%$. The degree of saturation of the soil (rounded off to the nearest percent) is ______
A certain soil has the following properties: $G_s=2.71$, $n=40 \%$ and $w=20 \%$. The degree of saturation of the soil (rounded off to the nearest percent) is ______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2014-ce-2
numerical-answers
soil-mechanics
geotechnical-engineering
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