Which urban centre is outside 'Maru-Triangle' from tourism point of view?
__________ नगरीय केन्द्र पर्यटन की दृष्टि से 'मरु-त्रिकोण' से बाहर है?
Practice important objective questions for engineering competitive examinatio
Which urban centre is outside 'Maru-Triangle' from tourism point of view?
__________ नगरीय केन्द्र पर्यटन की दृष्टि से 'मरु-त्रिकोण' से बाहर है?
A cantilever beam of a 4 m span carries three point loads of 1 kN, 2 kN and 2 kN at 2 m, 3 m
and 4 m from the fixed end respectively. What is the bending moment at 3 m from fixed support?
Which one of the following statements is NOT correct?
Consider the following statements
1. Mica is a clay mineral
2. Rock dust particles, even of clay size are non- plastic
3. A particle of Kaolinite is electrically charged
Which of the statements given above are correct ?
निम्नलिखित कथनों पर विचार करें:
1. अभ्रक (माइका) एक क्ले खनिज है।
2. चट्टानों की धूल के कण, भले ही वे क्ले (मृत्तिका) के आकार के हों, नॉन-प्लास्टिक होते हैं।
3. काओलिनाइट का एक कण विद्युत आवेशित (इलेक्ट्रिकली चार्ज्ड) होता है।
ऊपर दिए गए कथनों में से कौन-से सही हैं?
A short axially loaded square column 500 mm × 500 mm is subjected to service load of 2000
kN. Calculate the ultimate load and minimum area of longitudinal reinforcement as per IS 456 :
2000.
P. 30th highest hourly volume is used for safe speed limits over a highway
Q. The summit curves length on a two lane one way road is based on non passing sight
distance.
R. Maximum traffic volume over a road is alled capacity of the road
S. Frictional Stresses in rigid pavements are compressive in summer and tensile in winter
In which type of the finish is the booster or chisel used to make non-continuous parallel marks on the stone surface?
These marks may be horizontal, inclined, or vertical.
The mechanical widening for a two lane National highway for vehicle with wheel base of 6m
while negotiating a curved path of mean radius of 200m is (Design speed 60KMPH).
A Vehicle is moving on a road applies brakes & skids through a distance of 10 m before coming
to a halt. The coefficient of linear friction between the tyres and the road is 0.35. The speed of
the vehicle just before the application of brakes is
Which of the following criteria given below are used for the design of vertical curves on roads?
1. Rider comfort
2. Headlight sight distance
3. Drainage
The error which is eliminated by changing the face is
1. Error due to the line of collimation not being perpendicular to the horizontal axis.
2. Error due to the horizontal axis not being perpendicular to the vertical axis.
3. Error due to the line of collimation not being parallel to the altitude level.
The correct answers are
In a plan, a 10 cm scale drawn shrinks to 9.7 cm. If the scale of the given plan is written as 1 :
250, the actual length of a line which at present shows 10 cm is
Which of the following statements are correct
P. Cumulative errors are directly proportional to length of chain
Q. Compensating errors are inversely propositional to length of chain
R. Correction for slope is always negative
S. Theory of errors is applicable to compensating as well to cumulative errors also.
The following soils are compacted at the same compactive effort in the field. Which one of the following is the correct
sequence in the increasing order of their maximum dry density?
The load on a footing from a column is 800 kN. Assume self weight of footing as 10% of column
load. Safe Bearing Capacity = 300 kN/m². The size of a square footing is approximately
The initial and final void ratios of a clay sample in a consolidation test are 1 and 0.5,
respectively. If the initial thickness of the sample is 2.4 cm, then its final thickness will be
Assertion (A): Effective vertical stress at some depth below a river bed is unaffected by the water depth in the river.
Reason (R): Equal amounts of increase in total stress and pore pressure will not change the effective stress.
कथन (A): नदी तल के नीचे कुछ गहराई पर प्रभावी ऊर्ध्वाधर प्रतिबल (effective vertical stress), नदी में पानी की गहराई से प्रभावित नहीं
होता है।
Consider the following statements:
1. Seepage force is applied by flowing water to the soil skeleton through frictional drag.
3. In a soil mass subjected to upward flow of water, quick sand condition develops when pore pressure is equal to the total stress.
Which of these statements is/are correct?
Which one of the following is correct in respect of pore water pressure u and effective stress s' ,
in the soil just below the bottom of a pond due to a 2 m rise in water level in the pond?
Artificial marble is made using a mixture of:
कृत्रिम संगमरमर (आर्टिफिशियल मार्बल) निम्नलिखित के मिश्रण से बनाया जाता है:
The laboratory tests on a sample yielded the following results:
Plasticity index : 32%
Liquidity index : 0.15
Activity number : 1.58
Which of the following inferences can be drawn?
1. The soil is stiff
2. The soil is medium soft.
3. The soil is highly plastic.
4. The soil is medium plastic.
5. The soil is active.
Select the correct answer using the codes given below:
For a soil the dry unit weight is 1.6 gm/cc and specific gravity is 2.68. The minimum water
content required to make the soil fully saturated is
Consider the following statements about waste stabilization ponds.
1.The pond has a symbiotic behaviour of waste stabilization through algae on one hand and
bacteria on the other.
2. The detention period for waste stabilization pond is of the order of two to three days.
3. he oxygen in ponds is provided by algae through photosynthesis
4. The bacteria which develop in the pond, are aerobic bacteria
Which of these statements are correct?
Which one of the following principal types of reactors is related to trickling filter?
The aeration process adopted in an activated sludge plant, which ensures optimal utilization of
air, is known as
Which one of the following problems is required to be studied in the design of earth dams ?
Match List-I with List-II and select the correct answer using the codes given below
|
|
List-I |
|
List-II |
|
P |
Proportional weir |
1 |
Nitrate |
|
Q |
Muffle furnace |
2 |
Slow sand filters |
|
R |
Schmutzdecke |
3 |
Grit chambers |
|
S |
Methaemoglobinemia |
4 |
Volatile solids |
P Q R S
Two identical clay samples of the same size, designated as 'A' and 'B' are subjected to consolidation tests under
identical loading conditions. Drainage takes place through one face in sample 'A' and through both the faces in sample
'B'. 50% consolidation of sample 'A' occurs is 10 minutes. The time required for 50% consolidation to occur in sample
'B' will be
In the following question, a statement of Assertion (A) is followed by a statement of Reason (R). Select the correct
option:
Assertion (A): A newly constructed brick wall begins to develop white, powdery patches during its first rainy season.
Reason (R): Soluble salts present in bricks migrate to the surface through capillary action and crystallize upon drying.
नीचे दिए गए प्रश्न में, एक कथन 'अभिकथन (A)' है और दूसरा कथन 'कारण (R)' है। सही विकल्प चुनें:
अभिकथन (A): ईंटों से बनी एक नई दीवार पर पहली बरसात के मौसम में सफेद, पाउडर जैसे धब्बे दिखाई देने लगते हैं।
कारण (R): ईंटों में मौजूद घुलनशील लवण, केशिका क्रिया (capillary action) के जरिए सतह पर आ जाते हैं और सूखने पर क्रिस्टल के रूप में
जम जाते हैं।
Anaerobically treated effluent has MPN of total coliform per 100 ml as 108. After chlorination, the
MPN value per 100 ml as 104. The log removal of total coliform MPN is
Match the following
|
List-I (equation/law) |
List-II (Application) |
||
|
P |
Carmen - kozney equation |
1 |
Time of concentration |
|
Q |
Chick's Law |
2 |
Head loss in filters |
|
R |
Kirpich's equation |
3 |
Discrete particle settling |
|
S |
Stoke's Law |
4 |
Rate of killing of bacteria |
P Q R S
Consider the following statements :
1. In a continuous flow type sedimentation tank, the particles to be removed, should have
their settling velocity more than the surface loading rate.
2. In a continuous flow type sedimentation tank, the particles which are settling, move vertically down to the bottom.
3. Coagulant added to the water containing alkalinity results in the formation of its hydroxide compound.
4. Flocculation is the process of vigorous mixing of coagulant added to the water.
Which of these statements are correct?
The settling velocity of particles is 6m/hr and the sedimentation tank is designed for an overflow
rate of 3.5m/hr. Then the % of particles that can be removed
Terzaghi’s consolidation theory is applicable to one- dimensional consolidation test
Rapid hardening cement attains early strength due to –
Match List-I (Field problems) with List-ll (Type of laboratory shear test) and select the correct answer:
सूची-I (क्षेत्रीय समस्याओं) को सूची-II (प्रयोगशाला शियर परीक्षण के प्रकार) से सुमेलित करें और सही उत्तर चुनें:
|
|
List-l |
|
List-II |
|
A |
Stability of a clay foundation of an embankment, whose rate of construction is such that some consolidation occurs/ किसी तटबंध की मिट्टी की नींव की स्थिरता, जिसके निर्माण की दर ऐसी है कि उसमें कुछ संघनन (कंसोलिडेशन) हो जाता है। |
1 |
Undrained triaxial test/ अनड्रेन्ड ट्राईएक्सियल टेस्ट |
|
B |
Initial stability of a footing on saturated clay/ संतृप्त मृदा (saturated clay) पर स्थित पाद (footing) की प्रारंभिक स्थिरता |
2 |
Drained triaxial test/ ड्रेन्ड ट्राईएक्सियल टेस्ट |
|
C |
Long-term stability of a slope in stiff, fissured clay/ सख्त, दरारयुक्त चिकनी मिट्टी में ढलान की दीर्घकालिक स्थिरता |
3 |
Consolidated undrained test/ समेकित अनड्रेन्ड परीक्षण |
|
D |
Foundation on soft marine clay deposits/ नरम समुद्री मिट्टी के जमाव पर नींव |
4 |
Quick vane shear test/ क्विक वेन शियर टेस्ट |
A B C D
Which of the following shows the correct decreasing order of rate of hydration of portland cement compounds?
In a triaxial compression test, the major principal stress was 90 kPa and the minor principal stress was 30 kPa, at failure.
The pore pressure at failure was observed to be 10 kPa. The tangent of the angle of shearing resistance of the sandy soil
that was tested was
एक त्रिअक्षीय संपीड़न परीक्षण में, विफलता पर प्रमुख मुख्य तनाव 90 kPa था और लघु मुख्य तनाव 30 kPa था। विफलता पर छिद्र दबाव 10
kPa देखा गया। परीक्षण की गई रेतीली मिट्टी के कतरनी प्रतिरोध के कोण का स्पर्शरेखा था
Which one of the following related to domestic potable water quality is correct?
Workability of concrete is directly proportional to:
(i) Time of transit
(ii) Water cement ratio
(iii) Grading of aggregate
(iv) Strength of concrete
(v) Aggregate cement ratio
कंक्रीट की कार्यक्षमता निम्नलिखित के सीधे समानुपाती होती है:
(i) परिवहन समय
(ii) जल-सीमेंट अनुपात
(iii) समुच्चय का वर्गीकरण
(iv) कंक्रीट की सामर्थ्य
(v) समुच्चय-सीमेंट अनुपात
Match List I with List II and select a correct answer by using the codes given below the lists:
|
|
List - I |
|
List – II |
|
A |
Minimum daily flow/average daily flow |
1 |
1/3 |
|
B |
Minimum hourly flow/average daily flow |
2 |
2 |
|
C |
Maximum daily flow/average daily flow |
3 |
3 |
|
D |
Maximum hourly flow/average daily flow |
4 |
2/3 |
A B C D
At a horizontal joint of width 70 m in a gravity dam, the factor of safety against sliding is 1.05. If
the sum of all the horizontal forces above the joint is 40 MN, and the average shear strength of
the joint is 1.40 MPa, the shear friction factor at the joint is
Which of the following statements given below is not correct?
In a trickle irrigation system.
Match the following:
List-I
P. Maximum quantity of water that a given soil can retain against force of gravity
Q. Moisture content of a soil at which the water is no longer available in sufficient quantity to sustain plants
R. Volume of water that can be extracted by force of gravity from a unit volume of saturated earth material
S. Maximum rate at which a soil can absorb water through its surface
List-II
1. Specific yield
2. Infiltration capacity
3. Field capacity
4. Permanent wilting point
P Q R S
Which one of the following is an assumption made by coulomb in the development of his earth pressure theory for sand
and for active state ?
Match the following
|
|
List-I |
|
List-II |
|
P |
Unconfined aquifer |
1 |
Insignificant yield |
|
Q |
Confined aquifer |
2 |
Impermeable to flow of water |
|
R |
Aquitard |
3 |
Water table aquifer |
|
S |
Aquiclude |
4 |
Artesian aquifer |
P Q R S
At time zero hour and one hour the inflow values in to a river are 20 and 40 m3 /sec
respectively. The C0 and C1 in the muskingham equation are 0.05 and 0.55 respectively. If the
outflow at zero were 11 m3 /sec then the corresponding outflow at one hour would be,
The ordinates of a 4 hr Unit Hydrograph of a basin of area 30,000 hectares measured at 1 hour
intervals in m³/sec are 6, 36, 66, 91, 106, 93, 79, 68
If S-curve is derived from the above UH, the ordinate of the S-curve at the end of 6 hr is
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