Ay 2020 2021 fe supply qp
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This document contains exam questions for a Foundation Engineering course. It includes 8 questions covering various topics: 1) Soil exploration procedures and obtaining chunk samples. 2) Conducting standard penetration tests and applying correction factors. 3) Static pile bearing capacity methods and classifications of piles. 4) Calculating allowable loads on a square footing using Terzaghi's theory. 5) Components of a well foundation. 6) Shapes of well foundations and rectifying tilts and shifts. 7) Types of retaining walls and stability analysis. 8) Finding the maximum unsupported height of a vertical clayey soil cut using stability number calculations.
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2018 2019 a26 a3 fe see qp
This document is the question paper for the Foundation Engineering exam at BVRAJU Institute of Technology. It contains two parts - Part A with 10 short answer questions worth 2 marks each, and Part B with 5 long answer questions worth 10 marks each. Candidates must answer all questions in Part A and any 5 questions from Part B, with one question from each unit. The questions cover various topics in foundation engineering, including soil exploration techniques, bearing capacity theory, pile foundations, well foundations, retaining walls, and slope stability analysis.
Ay 2020 2021 fe supply key
1. Soil investigations are conducted to obtain information useful for planning, designing and executing construction projects. This includes determining soil properties, groundwater levels, suitable foundation types and depths, bearing capacity, settlements, and lateral earth pressures.
2. Standard penetration tests are used to determine soil properties like relative density and strength. The test involves driving a split spoon sampler into the soil using a hammer and measuring the blow counts. Corrections are made for dilatancy and overburden pressure.
3. Piles can be classified based on material, load transfer method, construction method, use, and soil displacement. Components of a well foundation include the cutting edge, well curb, stining, bottom plug, sand fill
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This document appears to be an exam for a Geotechnical Engineering course. It contains 9 multi-part questions testing students' knowledge of topics like soil sampling techniques, bearing capacity, slope stability, earth pressure, pile foundations, and more. Students are asked to define terms, briefly describe concepts, differentiate between ideas, and perform calculations to solve engineering problems related to foundations and retaining structures. The exam aims to evaluate students' understanding of key geotechnical engineering principles through questions ranging from conceptual to applied/calculations based.
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This document appears to be an exam for a Geotechnical Engineering course. It contains 9 questions covering various topics in geotechnical engineering:
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2. Two sentence descriptions of borelogs, factors of safety for slopes, earth pressure at rest, effect of water table on bearing capacity, and pile classifications.
3. Brief explanations of sample types, Taylor’s Stability Number, Rankine's earth pressure theory assumptions, bearing capacity factors, and negative skin friction.
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This document appears to be an exam for a Geotechnical Engineering course consisting of two pages with multiple choice and short answer questions. Some of the key topics covered include:
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This document contains a sample exam for a Geotechnical Engineering course. It includes the following:
1) A multiple choice section with 5 questions worth 1 mark each. Questions cover topics like Standard Penetration Tests, slope stability, earth pressure, settlement codes, and pile driving formulas.
2) Short answer questions worth 2 marks each. Questions cover RQD calculations, trench excavation stability, tension cracks in clay, bearing capacity, and pile driving formulas.
3) Longer answer questions worth 3 marks each about topics to include in a soil investigation report, slope stability calculations, Coulomb earth pressure assumptions, consolidation vs immediate settlement, and negative skin friction.
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- Drawings for highway projects, grade compensation on curves, traffic volume data presentation, ballast renewal.
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- Runway length calculations factoring in elevation, reference temperature, and gradient.
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2018 2019 a26 a3 fe see qp
This document is the question paper for the Foundation Engineering exam at BVRAJU Institute of Technology. It contains two parts - Part A with 10 short answer questions worth 2 marks each, and Part B with 5 long answer questions worth 10 marks each. Candidates must answer all questions in Part A and any 5 questions from Part B, with one question from each unit. The questions cover various topics in foundation engineering, including soil exploration techniques, bearing capacity theory, pile foundations, well foundations, retaining walls, and slope stability analysis.
Ay 2020 2021 fe supply key
1. Soil investigations are conducted to obtain information useful for planning, designing and executing construction projects. This includes determining soil properties, groundwater levels, suitable foundation types and depths, bearing capacity, settlements, and lateral earth pressures.
2. Standard penetration tests are used to determine soil properties like relative density and strength. The test involves driving a split spoon sampler into the soil using a hammer and measuring the blow counts. Corrections are made for dilatancy and overburden pressure.
3. Piles can be classified based on material, load transfer method, construction method, use, and soil displacement. Components of a well foundation include the cutting edge, well curb, stining, bottom plug, sand fill
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This document appears to be an exam for a Geotechnical Engineering course. It contains 9 multi-part questions testing students' knowledge of topics like soil sampling techniques, bearing capacity, slope stability, earth pressure, pile foundations, and more. Students are asked to define terms, briefly describe concepts, differentiate between ideas, and perform calculations to solve engineering problems related to foundations and retaining structures. The exam aims to evaluate students' understanding of key geotechnical engineering principles through questions ranging from conceptual to applied/calculations based.
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This document appears to be an exam for a Geotechnical Engineering course. It contains 9 questions covering various topics in geotechnical engineering:
1. Short answer questions defining terms like boring methods, fellenous line, retaining walls, ultimate bearing capacity, and test pile.
2. Two sentence descriptions of borelogs, factors of safety for slopes, earth pressure at rest, effect of water table on bearing capacity, and pile classifications.
3. Brief explanations of sample types, Taylor’s Stability Number, Rankine's earth pressure theory assumptions, bearing capacity factors, and negative skin friction.
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This document appears to be an exam for a Transportation Engineering course, consisting of two pages. It contains multiple choice and short answer questions about various modes of transportation including highways, railways, and airports. Some of the topics covered are the different components of highways like shoulders; concepts in railway track maintenance and design such as sleeper density; and factors that influence airport capacity. The exam seems focused on testing students' understanding of key terminology, principles, and comparisons between different aspects of transportation infrastructure and operations.
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- Methods of subsoil investigation and allowable total and differential settlements in buildings.
- Calculations involving sample tube dimensions, shear failures, and bearing capacity factors.
- Explanations of standard penetration testing, slope failures, pile foundations, and settlement calculations.
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This document contains a sample exam for a Geotechnical Engineering course. It includes the following:
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2) Short answer questions worth 2 marks each. Questions cover RQD calculations, trench excavation stability, tension cracks in clay, bearing capacity, and pile driving formulas.
3) Longer answer questions worth 3 marks each about topics to include in a soil investigation report, slope stability calculations, Coulomb earth pressure assumptions, consolidation vs immediate settlement, and negative skin friction.
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This document appears to be an exam for a Transportation Engineering course, consisting of two pages with multiple choice and short answer questions. Some of the key topics covered include:
- Expressways, camber factors, enoscopes, permanent ways, ground speed vs air speed.
- Drawings for highway projects, grade compensation on curves, traffic volume data presentation, ballast renewal.
- Star and grid intersection patterns, overtaking sight distance calculations, advantages of rotary intersections, components of turnouts.
- Runway length calculations factoring in elevation, reference temperature, and gradient.
- Highway alignment points, final location and detailed surveys.
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2. Sample questions include types of cement, properties of timber, workability tests for concrete, and the use of fly ash as a concrete additive.
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This document discusses the cone penetration test (CPT), a method for obtaining direct measurements of soil properties and parameters. It describes the mechanics of the CPT, including the use of a cone penetrometer pushed into soil at a steady rate to measure tip resistance and sleeve friction. The document outlines different types of cones (mechanical, electric, piezocone) and provides examples of how CPT data can be used to characterize soil types and properties with depth and estimate parameters like bearing capacity, shear strength, and settlement. CPT allows accurate profiling of soil stratigraphy and is useful for foundation design, seismic evaluations, and other geotechnical applications.
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Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
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1) The exam has 3 parts consisting of short answer, long answer, and case study questions worth 20, 65, and 15 marks respectively.
2) Sample questions assess topics like fin analysis, boundary layers, heat exchanger design, phase change processes, and radiation heat transfer.
3) One long answer question involves calculating temperatures in a multi-layer wall and determining the heat loss, while another evaluates melting of an iceberg towed through water.
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The document describes the California Bearing Ratio (CBR) test procedure used to evaluate the strength of subgrade soils and base courses for pavement design. The CBR test involves compacting a soil sample and measuring the penetration resistance under a constant load over time. Higher CBR values indicate stronger soils that require less thick pavement sections. The document provides details on the test apparatus, sample preparation, soaking, loading and penetration measurements, and CBR calculations according to relevant Indian standards.
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This document presents an empirical formulation for determining the allowable bearing capacity of shallow foundations based on in situ measured shear wave velocity. It summarizes the classical theory for ultimate bearing capacity which has various uncertainties. An expression is proposed that relates allowable bearing capacity to only two soil parameters: unit weight and shear wave velocity. Case histories from 14 sites show this expression provides reliable and safe estimates of allowable bearing capacity while being more efficient than the classical theory which requires laboratory testing. The shear wave velocity represents real soil conditions and allows convenient single-step determination of allowable bearing capacity from geophysical surveys.
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2. Loads are applied incrementally to the pile model and settlement is recorded to generate a load-displacement curve. The ultimate load is determined as 1850kN from the curve.
3. Allowable load is calculated using code criteria and found to be 954.548kN, matching the field test value. References used for the analysis are listed.
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Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
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This document contains exam questions for two electrical engineering courses: Design of Electrical Machines and Power Generation Transmission & Protection. For the Design of Electrical Machines exam, the questions cover topics like temperature rise time curves, types of enclosures and ventilation for electrical machines, magnetic circuits, transformer design and core dimensions, factors affecting magnetic and electric loading in DC and synchronous machines. For the Power Generation Transmission & Protection exam, the questions cover topics like solar energy, load factors and plant capacity factors, overhead line inductance calculations, conductor types, transmission line sag, AC vs DC transmission, and radial distribution systems. Students are required to answer 4 questions out of the 8 questions provided for each exam.
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This document contains questions for a highway engineering exam, organized into 5 modules. It includes questions on various topics relating to highway planning, design, construction and management. Some example questions are on road alignment factors, preliminary survey details for highway alignment, flexible pavement design, properties and tests for road aggregates, subgrade soil properties, construction of water bound macadam base and granular sub-base. Students are required to answer 5 full questions, choosing one from each module. Formulas, tables and design standards can be referred to solve numerical problems.Pavement eng re
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The document summarizes an investigation into the failure of prestressed concrete bridge girders. It was found that:
1) The original design of the corbels was adequate according to code.
2) However, when elastic shortening of the beams was considered, the design was inadequate.
3) With both elastic shortening and the hypothesized misplacement of teflon disks, the design was clearly deficient in strength.
4) The likely causes of failure were poor design that did not adequately account for elastic shortening, as well as potential misplacement of materials during construction.
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7th Semester Civil Engineering (2013-December) Question Papers
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This document contains an examination for the subject Mechanics of Deformable Bodies. It asks students to:
1) Explain stress and strain at a point and derive the differential form of equilibrium equations in three dimensions.
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Syllabus
Chapter-1
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Chapter 2
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Chapter 3
Surveying: Object Principles & Types of Surveying; Site Plans, Plans & Maps; Scales & Unit of different Measurements.
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Chapter 5
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Chapter 6
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Water Pollution: Water Quality standards, Introduction to Treatment & Disposal of Waste Water. Reuse and Saving of Water, Rain Water Harvesting. Solid Waste Management: Classification of Solid Waste, Collection, Transportation and Disposal of Solid. Recycling of Solid Waste: Energy Recovery, Sanitary Landfill, On-Site Sanitation. Air & Noise Pollution: Primary and Secondary air pollutants, Harmful effects of Air Pollution, Control of Air Pollution. . Noise Pollution Harmful Effects of noise pollution, control of noise pollution, Global warming & Climate Change, Ozone depletion, Greenhouse effect
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3. Ketki Rangwala Dalal, Essentials of Civil Engineering, Charotar Publishing House.
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Ay 2020 2021 fe supply qp
- 1. Code No: A26A3 BVRAJU INSTITUTE OF TECHNOLOGY, NARSAPUR (UGC - AUTONOMOUS) B.Tech III Year II Semester Supplementary Examinations, Sep/Oct 2020 FOUNDATION ENGINEERING ( C i v i l E n g i n e e r i n g ) Time: 2 Hours Max Marks: 70 Note: Answer any Five Questions (5x14 = 70 Marks) 1. a) Explain the need of soil exploration BL-2 CO-1 b) Explain the procedure of obtaining a chunk sample. BL-2 CO-1 2. Describe the procedure of conducting a standard penetration test & explain about the correction factors to be applied. BL-2 CO-1 3. a) Explain about the static method in bearing capacity of piles. BL-2 CO-2 b) Give the complete classification of piles. BL-2 CO-2 4. Determine the allowable gross load and net allowable load for a square footing of 2m side and with a depth of foundation of 1 m. Use Terzaghi’s theory and assume local shear failure. Take factor of safety of 3 and ᵧ = 12 kN/m3 ,c= 15 kN/m2 and Ø = 25. Nc = 14.8 , Nq = 5.6 & Nᵧ = 3.2 BL-3 CO-2 5. Explain the components of a well foundation with neat sketches. BL-2 CO-3 6. a) What are the different shapes of well foundations? BL-1 CO-3 b) What are the rectifying methods of tilts & shifts in well foundations? BL-1 CO-3 7. a) What are the different types of retaining walls? BL-1 CO-4 b) Explain about the stability analysis of a retaining wall. BL-2 CO-4 8. A vertical cut is to be made in clayey soil for which tests gave c= 30 kN/m2 , ᵧ = 16 kN/m3 and Ø = 0. Find the maximum height for which the cut may be temporarily unsupported. For I = 90 0 the value of stability number is 0.261. BL-3 CO-5 R 15