Top 10 Most Beautiful Civil Engineering Structures in the World

Top 10 Most Beautiful Civil Engineering Structures in the World

• 10. Lake Pontchartrain Causeway
• 9. Burj Khalifa
• 8. English Channel Tunnel
• 7. Golden Gate Bridge 
• 6. Hoover Dam
• 5. Itaipu Dam
• 4. Brooklyn Bridge 
• 3. The Colosseum
• 2. Great Wall of China
• 1. Great Pyramid of Giza 

10. Lake Pontchartrain Causeway

 

Lake Pontchartrain Causeway

The Lake Pontchartrain Causeway in Louisiana (U.S) spans the entirety of Lake Pontchartrain and is 23.83 miles (38.35km) in length. Despite it being opened decades ago in 1959, it is still the longest continuous stretch of bridge over water in the world. The causeway is supported by 9,500 pilings and is so stable that it has suffered a minute amount of damage from major hurricanes and storms when compared to any other causeway worldwide.

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9. Burj Khalifa

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Burj Khalifa

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Standing at 829.8 meters, the Burj Khalifa in Dubai is the tallest building in the world. The building’s incredibly tall design inspired the creation of the ‘buttressed core’, an engineering structural system with a hexagonal core which helps to support higher buildings than ever before. The building was named in honour of the ruler of Dubai and President of the United States Arab Emirates, and its design was inspired by the patterns and structures of Islamic architecture. The structure cost $1.5 billion to build. The building has been a major feature in popular culture; it can be seen in the 2011 film ‘Mission: Impossible – Ghost Protocol’ and 2016 film, ‘Independence Day: Resurgence’. Burj Khalifa has broken numerous other records, including building with most floors at 211 and it has received immensely positive acclaim from citizens, engineers and architects.

Burj Khalifa Project Details

The structure is located in Dubai, United Arab Emirates. The structural features include:

• 160 + story tower
• Podium structure adjacent
• Have a six story office adjacent
• A two story pool facility near

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8. English Channel Tunnel

The English Channel Tunnel links the shore of Kent in the UK with Pas-de-Calais in France. It has the longest undersea portion of any tunnel in the world, at 23.5 miles (37.9km). At its deepest point, it is 75 metres (250ft) below the sea bed and 115m (380ft) below sea level. It is designed to carry high-speed Eurostar passenger trains, international goods trains and a shuttle for road vehicles, making it the largest transport system of its kind in the entire world. When it opened in 1994, it was the most expensive project of all time, with the final cost of an astounding £9 billion. Despite other construction projects being more expensive in recent years, it still considered to be one of the highest-value engineering feats ever.

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7. Golden Gate Bridge

The Golden Gate Bridge is considered by many to be one of the most beautiful bridges in the world. This $27 million project is a mile-long suspension bridge that spans a strait, connecting the city of San Francisco to Marin County. It opened in 1937 and was the longest suspension bridge in the world for almost three decades. The bridge is one of the most recognised and influential symbols of the United States and has been declared a Wonder of the Modern World by the American Society of Civil Engineers.

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6. Hoover Dam

Constructed during the Great Depression, the Hoover Dam is a concrete arch-gravity dam in the Black Canyon of the Colorado River. The construction of the Hoover Dam impounds Lake Mead, the largest reservoir in the United States. It was such a large project that several temporary towns were built during its construction to house the thousands of workers who made it. The dam is named after President Herbert Hoover, cost the equivalent of over $660 million to build and was completed in five years, two years ahead of its schedule.

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5. Itaipu Dam

On the Parana River, bordering Brazil and Paraguay lies the Itaipu Dam. This mega-dam produces more hydroelectric energy than any other dam in the world – measuring in at an immense 103,098,366-megawatt-hour (MWh). The energy produced by the dam is split evenly between Paraguay and Brazil, although it generates so much electricity that there is surplus energy for Paraguay which is transferred back to Brazil.

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4. Brooklyn Bridge

The Brooklyn Bridge is one of the oldest bridges in the United States and was the first steel-wire suspension bridge in the world. Completed in 1883, it connects the boroughs of Manhattan and Brooklyn by spanning the East River. The bridge was designed and completed by two generations of engineers, John August Roebling and his son Washington Roebling, who took charge of the project when his father became ill. It cost $15.5 million to build. Originally called the New York and Brooklyn Bridge, as well as the East River Bridge, its name officially changed to Brooklyn Bridge after 30 years of being called that by locals. Since its opening, it has become a historic icon of New York City and is one of the city’s most visited tourist attractions. It was designated a historic landmark in 1964.

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3. The Colosseum

The Colosseum is one of the most recognisable structures in the world and is the largest amphitheatre ever to be built. This structure is almost 2,000 years old and has a capacity of between 50,000 and 80,000 people, making it as large as many modern stadiums. This construction sits at the heart of Ancient Rome, Italy and was used for the entertainment of the Roman citizens. It has featured in countless examples of popular culture and is still studied and written about today.

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2. Great Wall of China

With a history of more than 2,000 years, the Great Wall of China is one of the greatest wonders of the world, and one of the most visited tourist attractions globally. Whilst it is known to Western cultures as the ‘Great Wall’, Chinese people refer to it as Chéng which means both ‘wall’ and ‘city’. The intrinsic connection between settlements and walls in China means that they share the same term, so the ‘Great Wall’ to us, is the ‘Long City’ and the ‘Long Wall’ to the people of China. The Great Wall stretches from Dandong in the east of the country to Lop Lake in the west. The entire wall with all its different branches, measures out at 13, 171 miles in length. It isn’t possible to know exactly how much the wall would have cost to build, but modern calculations say it would be somewhere between $13billion and $65 billion.

 

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1. Great Pyramid of Giza

The Great Pyramid of Giza is one of the Seven Wonders of the Ancient World, and despite being the oldest, it remains largely undamaged. It is the largest of the three pyramids in the Giza pyramid complex and was the tallest construction in the world for over 3,800 years. It is believed that the pyramid was built as a tomb for the fourth Dynasty Egyptian pharaoh, Khufu and was constructed over a twenty-year period. Many experts estimate that 5.5 million tonnes of limestone, 500,000 tonnes of mortar and 8,000 tonnes of imported granite were used to make it. Experts also estimate that it would cost around $5 billion to build a replica today.

 

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Across the history of mankind, we have used our intelligence to create large, impressive structures and buildings. There have been many great civil engineering projects that have become historic landmarks and icons, but we consider these to be amongst the greatest. They showcase our ability to design and construct our own unique vision.

Every engineer will have a different opinion on the most impressive creations. Honourable mentions include: the Millau Viaduct, which is the tallest cable-stayed road bridge in the world and the Shanghai Tower skyscraper in China, which is now the second-tallest building in the world. It is clear that the future of engineering is bright, and as technology advances, we will get to see even more incredible creations.

 

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Basic Definitions and Simple Tests on Soil Mechanics

Introduction

This page discuss some of the basic definitions and simple tests used throughout the subject.

• The phase diagram is a simple, diagrammatic representation of a real soil.
• The phase diagram is also known as block diagram.
• A soil mass consists of solid particles, water and air, which are segregated and placed separately, known as three-phase system.
• A three-phase system becomes a two-phase system when the soil is absolutely dry (solids + air) or when the soil is fully saturated (solids + water).
• In phase diagram, volumes are represented on the left side, whereas weights are represented on the right side.

Volumetric Relationships

In total, there are fi ve volumetric relationships. These are as follows:

1. Void ratio (e):

• It is defi ned as the ratio of volume of voids to volume of solids.
• Range: e > 0
• e = Vv/Vs
• For some soils, it may have a value even greater than unity.
• The void ratio of coarse grained soils is, generally, smaller than that of a fi ne-grained soil.

2. Porosity (n):

• It is defined as the ratio of volume of voids to the total volume.
• n Vv/V
• Range: 0 < n < 1
• Also called ‘percentage voids’.
• Both porosity and void ratio are the measure of the degree of denseness (or looseness) of soil. Relationship between n and e:
• e = n /(n-1)
• n = e /(e+1)

3. Degree of saturation (Sr ):

• It is defined as the ratio of volume of water to the volume of voids, in soil.
• It is expressed as a percentage.
• Sr = Vw/Vv
• Range: 0 ≤ S ≤ 100%
• For dry soil, V w = 0 ⇒ S = 0
• For saturated soil, V w = V v ⇒ S = 100%

4. Percentage air voids (na ):

• It is defined as the ratio of volume of air to total volume, of soil.
• na=Va/V
• Range: 0 ≤ n a ≤ n

5. Air content (ac ):

• It is defined as the ratio of volume of air to the volume of voids, in soil.
• ac=Va/Vv
• Range: 0 ≤ a c ≤ 100%
• For dry soil, V a = V v ⇒ a c = 100%
• For saturated soil, V a = 0 ⇒ a c = 0
• Relationships between a c , n a , n and s:
• ac + S =1
• na= n*ac

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Soil Structure and Clay Mineralogy

Soil Structure

• Geometric arrangement of soil particles with respect to one another is known as soil structure.
• Depending upon the particle size and mode of formation, the following types are found.

Single Grained Structure

• Found in coarse grained soils, like gravel, sand.
• The major cause for formation is gravitational force. Here the surface forces are negligible.
• Under the influence of gravitational forces, the grains will assume a particle to particle contact referred to as single grained structure.

Single grained structure may be loose or dense as shown below.

• (a) Loosest state
• (b) Densest state

Honey-comb Structure

• It is possible for fine sands or silts.
• Both gravitational force and surface force are responsible.
• Such a structure can support loads, only under static conditions.
• Under vibrations and shocks, the structure collapses and large deformations take place.

Flocculated Structure

• This structure occurs in clays.
• Clay particles have a negative charge on surface and a positive charge on edges and flocculated structure occurs when there is an edge-to-face orientation.
• A flocculated structure is formed when there is a net attractive force between the particles.
• Soils with flocculent structure have a high void ratio and water content and, also have a low compressibility, a high permeability and high shear strength.

Dispersed Structure

• A dispersed develops in clays that have been reworked or remolded.
• Remoulding converts ‘edge-to-face’ orientation to ‘face- to-face’ orientation.
• Dispersed structure is formed when there is a net repulsive force between particles.
• Have low shear strength, high compressibility and low permeability.

Composite Structure

• A composite structure in the form of coarse grained skeleton or clay-matrix is formed when soil contains different types of soil particle

Clay Mineralogy

• Important clay minerals kaolinite, Illite, montmorillonite and halloysite, are present in clays.
• In coarse grained soils, like gravel, sand, rock minerals like quartz, feldspar, mica, etc., are present.

Kaolinite Mineral

• One molecule of kaolinite mineral is made of one silica sheet and one gibbsite sheet.
• Various such molecules are joined by hydrogen bonds.
• These show less change in volume due to changes in moisture content.
• Kaolinite is thus the least active of clay minerals.
• Example: China clay

Illite Mineral

• One molecule of Illite is made of two silica sheets and one gibbsite sheet, but in silica sheet, silicon atom is replaced by aluminum atom.
• Various such molecules are joined together by ionic bond (potassium ion).
• These shows medium swelling and shrinkage properties.
• Example: Alluvial soil.

Montmorillonite Mineral (Also Called ‘Smectite’)

• One molecule of montmorrilonite mineral is made of two silica sheets and one gibbsite sheet.
• Gibbsite sheet is sandwiched between silica sheets.
• Various such molecules are loosely bonded through water.
• These soils show high volume changes on moisture variation (i.e., large swelling and large shrinkage).
• Example: Black cotton soils, bentonite soil.

Diffuse Double Layer and Adsorbed Water

• Clay particles usually carry a negative charge on their surface.
• Because of net negative charge on the surface, the clay particles attract cations, such as potassium, calcium and sodium, from the moisture present in the soil to reach equilibrium.
• The layer extending from the clay particle surface to the limit of attraction is known as a diffuse double layer.
• The water held in the zone of the diffuse double layer is known as adsorbed water or oriented water.
• The plasticity characteristics of clay are due to the presence of adsorbed water.
• Clays using non-polar liquid, such as kerosene in place of water, does not show any plasticity characteristics.
• The thickness of adsorbed water layer is about 10–15 A°for colloids, but may be up to 200 A° for silts.

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Soil Mechanics - Study all topics

 Soil Mechanics Geo-technical

Engineering

Table of content

Chapter 1  Origin of Soils and Clay Mineralogy

• Introduction
• Soil formation and soil types
• Types of soil
• Commonly used soil designation
• Soil structure and clay mineralogy
• Soil structure
• Single Grained Structure
• Honey-comb Structure
• Flocculated Structure
• Dispersed Structure
• Composite Structure
• Clay Mineralogy
• Kaolinite Mineral other IMP link
• Illite Mineral
• Montmorillonite Mineral or Smectite
• Diffuse Double Layered Adsorbed Water

Chapter 2  Basic Definitions and Simple Tests

• Introduction
• Volumetric relationships
• Weight relationships
• Volume-weight relationships
• Specific gravity of solids (G)
• Mass specific gravity or apparent specific gravity (Gm )
• Important relationships
• Simple tests

Chapter 3  Index Properties and Soil Classification

• Introduction
• Index properties of soils
• Atterberg limits (or consistency limits)
• Soil classification

Chapter 4  Permeability

• Introduction
• Hydraulic head (h)
• Darcy’s law
• Seepage velocity (vs)
• Coefficient of absolute permeability (k )
• General expression for coefficient of permeability of soil
• Factors affecting permeability of soils
• Determination of coefficient of permeability

Chapter 5  Effective Stress and Seepage Pressure

• Introduction
• Definitions
• Importance of effective stress
• Effect of water table fluctuations on effective stress
• Capillary water
• Frost heave
• Frost boil
• Seepage pressure (P s )
• Quick Sand Condition
• Piping
• Prevention of piping failure
• Factor of safety against piping or quick sand

Chapter 6  Seepage Analysis, Stress Distribution and Compaction

• Introduction
• Seepage analysis
• Characteristic of flow net
• Uses of flow net
• Flow Net in an-isotropic soils
• Flow net in a non-homogeneous soil mass
• Flow net in a non-homogeneous soil
• Flow net in earth dams
• Stresses due to applied loads
• Compaction optimum wet and dry

Chapter 7  Consolidation

• Introduction
• Compressibility
• Consolidation
• Compaction
• Stages of consolidation
• Terzaghi’s spring analogy for primary consolidation
• Basic definitions
• Consolidation settlement (Sf )
• Consolidation of undisturbed specimen
• Over-consolidation ratio (OCR)
• Terzaghi’s theory of consolidation
• Differential equation of consolidation
• Degree of consolidation (U)
• Isochrones
• Determination of coefficient of consolidation
• Consolidation test
• Determination of void ratio at load increment
• Immediate settlement (Si )

Chapter 8  Shear Strength

• Introduction
• Definition
• Important points on mohr’s circle
• Strength theories for soils
• Coulomb envelopes for pure sand and for pure clay
• Types of shear tests based on drainage conditions
• Laboratory tests 
• Field tests
• Sensitivity of Soil
• Pore pressure parameters
• Liquefaction of sands

Chapter 9  Earth Pressure Theories

• Introduction
• Definition of lateral earth pressure
• Types of lateral earth pressure
• Rankine’s earth pressure theory
• Coulomb’s wedge theory
• Rehbann’s method

Chapter 10 Stability of Slopes

• Introduction
• Types of slopes
• Type of slope failure
• Different definitions of factor of safety (F s )
• Stability of an infinite slope of cohesion-less soils
• Stability analysis of an infinite slope of cohesive soils
• Finite slopes
• Swedish circle method or method of slices
• Location of most critical circle
• Effective stress analysis
• Bishop’s method
• Friction circle method
• Taylor’s method

Chapter 11 Bearing Capacity

• Introduction
• Types of foundation
• Definitions
• Criteria for determination of bearing capacity
• Factors affecting bearing capacity
• Compensated raft or floating raft
• Methods of determination of bearing capacity
• Types of shear failure
• Effect of water table on bearing capacity
• Meyerhaf’s bearing capacity theory
• Skempton’s analysis for cohesive soils
• Settlement analysis
• Plate load test

Chapter 12 Pile Foundation

• Introduction
• Necessity of pile foundations
• Classification of piles
• Pile driving
• Load carrying capacity of piles
• Negative skin friction
• Dynamic formulae
• Pile load test
• Group action of piles
• Efficiency of pile group ( h g )
• Group capacity of piles (Q g )
• Under reamed piles in clay

Chapter 13 Soil Exploration

• Introduction
• Objectives of soil exploration
• Methods of soil exploration
• Types of soil samples
• Corrections for standard penetration number
• Cone penetration tests
• Static cone penetration test
• Dynamic cone test
• In-situ tests using a pressure meter
• Geophysical methods

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Qualities of Good Timber - Building Material - Civil Engineering

Qualities of Good Timber

Following are the characteristics or qualities of a good timber:

1. Appearance quality of Good Timber: 

• A freshly cut surface of timber should exhibit hard and shining appearance.

2. Colour quality of Good Timber : 

• The colour of timber should preferably be dark. The light colour usually indicates timber with low strength.

3. Defects quality of Good Timber: 

• A good timber should be free from serious defects, e.g., dead knots, fl aws, shakes, etc.

4. Durability quality of Good Timber:

• A good timber should be durable. It should be capable of resisting the actions of fungi insects, chemicals, physical agencies and mechanical agencies.

5. Elasticity quality of Good Timber: 

• This is the property by which timber returns to its original shape when load causing its deformation is removed. This is a sought after property of timber when it is used for making bow, carriage shafts, sport goods, etc.

6. Fibres quality of Good Timber: 

• The timber should have straight fibres.

7. Fire resistance quality of Good Timber: 

• The timber is a bad conductor of heat. A dense wood off ers good resistance to the fire and it requires sufficient heat to cause a flame.

8. Hardness quality of Good Timber: 

• A good timber should be hard, i.e., it should off er resistance when penetrated by another body.

9. Mechanical wear quality of Good Timber: 

• A good timber should not deteriorate easily due to mechanical wear or abrasion.

10. Shape quality of Good Timber: 

• A good timber should be capable of retaining its shape during conversion or seasoning. It should not bow or warp or split.

11. Smell quality of Good Timber: 

• A good timber should have sweet smell. An unpleasant smell indicates a decayed timber.

12. Sound quality of Good Timber: 

• A good timber should give out a clear ringing sound when struck. A dull heavy sound, when struck, indicates a decayed timber. 
• The velocity of sound in wood varies between 2–17 times greater than that in air and hence, the wood may be considered high in sound transmission.

13. Strength quality of Good Timber: 

• A good timber should be strong for working as structural member, such as joist, beam, rafter, etc.

14. Structure quality of Good Timber: 

• It should be uniform. The fibres should be firmly added. 
• The medullary rays should be hard and compact.

15. Toughness quality of Good Timber: 

• A good timber should be tough, 
• i.e., it should be capable of offering resistance to the shocks caused due to vibrations.

16. Water permeability quality of Good Timber: 

• A good timber should have low water permeability which is measured by the quantity of water filtered through a unit surface area of specimen of wood.

17. Weathering effects quality of Good Timber: 

• A good timber should be able to reasonably withstand the weathering effects. 
• When timber is exposed to weather, its colour normally fades and slowly turns grey.

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Natural Seasoning and Artificial Seasoning of Timber

Differences between Natural Seasoning and Artificial Seasoning

Natural Seasoning 

• It is difficult to reduce the moisture content below 15–18%
• It is simple and economical.
• It is more liable to attack of insects and fungi.
• It requires more space for stacking.
• It is a slow process.
• It gives stronger timber.

Artificial Seasoning

• The moisture content can be reduced to any desired level.
• It gives weaker timber.
• It is a quick process.
• It requires less space for stacking.
• It is less liable to attack of fungi.
• It is expensive and highly technical.

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Building Materials - All content topic oriented

 Table of Contents

Chapter 1: Concrete and Its Constituents

• Cement
• Aggregates
• Admixtures
• Concrete

Chapter 2: Steel 

• Introduction
• Structural steel and metal
• Uses of steel
• Properties: Mild steel vs hard steel
• Defects in steel
• Steel manufacturing processes
• Mechanical treatment of steel
• Market form of steel and irons
• Different form of irons

Chapter 3: Bricks and Mortar 

• Bricks 
• Mortar and Limes
• Masonry and Tunnels

Chapter 4: Timber 

• Timber
• Structure of a tree
• Processing of timber
• Difference b/w natural and artificial seasoning
• Seasoning and preservation of timber
• Defects in timber
• Qualities of good timber
• MCQ for Timber - 1,2;
• Quick revision of timber

Chapter 5: Bitumen  

• Introduction

Chapter 6: Paint

• Introduction
• MCQ - 1 2 3 4 5 

Chapter 7: Stones and Glasses

• Stones
• Glasses

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Civil Engineering Subjects

Civil Engineering Subjects list

Click on following topics and get all topics and chapters in one places

Building Materials

Fluid Mechanics

Solid Mechanics

Soil Mechanics

Irrigation

Water Resource Engineering

Environmental Engineering

Structure Analysis

Structural Engineering Design

Transportation Engineering

Surveying

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CSEB JE/AE CIVIL QUESTION PAPERS 2018 for CSPHCL Recruitment 2021

Cseb JE/AE civil Engineering Question Paper 2018:

CSPHCL JE/AE CIVIL Recruitment 2021 - Previous Year Papers

Download CSPHCL JE/AE CIVIL Previous Year Papers PDFs for Free Here!

• Chhattisgarh State Power Holding Company Limited takes the responsibility of selecting candidates for the post of Junior Engineer. The candidates who have completed their education and are ready with the eligibility criteria will be able to apply for the CSPHCL JE/AE CIVIL. 
• The candidates will be selected for the CSPHCL JE/AE CIVIL exam on the basis of their performance in the Computer-based test and document verification. The aspirants of the CSPHCL JE/AE CIVIL exam must have started their preparations and if not then do not worry. 
• We have provided a few CSPHCL JE/AE CIVIL previous year papers for the candidates. The CSPHCL JE/AE CIVIL previous year papers will be helpful to the candidates as they get various different questions to practice and get an idea of the type of questions asked in the CSPHCL JE/AE CIVIL exam. By practicing with a variety of question sets, candidates will gain knowledge of the different types of questions that will be asked on the exam, boost their confidence, improve their accuracy, and speed up their response time. You can download various CSPHCL JE/AE CIVIL Previous Year Papers from the links below.

• Dear Aspirants!!!! 
• Here we provide CSPHCL JE/AE Engineer Previous Papers in PDF Format. So, applicants who want to make their preparation easy can download and practice CSPHCL JE/AE Engineer Previous Papers. Also, we provide CSPHCL JE/AE Engineer Syllabus PDF along with CSPHCL JE/AE Engineer Exam Pattern 2020-21 on this page for free cost. Also, Get details Of CSPHCL JE/AE Engineer Recruitment 2021 in the following sections. Moreover, aspirants can visit the official site of CSPHCL by scrolling down this page.

• CSPHCL JE/AE CIVIL  Previous Year Papers: All Papers Available Here!
• The ability to manage your time is the most important skill to have during your preparations. Candidates must practice and gain a solid understanding of the various types of questions in order to save the most time possible. 
• You can complete one paper per day to get an idea of your own level of preparation. You can also divide the papers into sections and work on each one separately.
•  We've put together a number of question sets to help you save time and prepare for the CSPHCL JE/AE CIVIL Previous Year Papers. The CSPHCL JE/AE CIVIL previous year’s papers can be found by clicking on the links below.

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• Benefits of Solving CSPHCL JE/AE CIVIL Previous Year Papers

• Candidates studying for the CSPHCL JE/AE CIVIL exam should go over the previous year's papers. As candidates solve CSPHCL JE/AE CIVIL previous year papers, their accuracy and time management skills, as well as their approach to various types of work, will improve, allowing them to better comprehend their concepts.

• Candidates will be able to understand the CSPHCL JE/AE CIVIL Syllabus and exam pattern by practicing on the CSPHCL JE/AE CIVIL Previous Year Papers. It is advantageous to understand sectional weighting, the marking scheme, the question pattern, repeated questions, and unique questions, among other things.

• It improves the speed and accuracy of the candidates. You will become more familiar with CSPHCL JE/AE CIVIL question papers as you solve more of them. As a result, you'll have a better grasp of the questions and be able to respond to them more quickly and accurately. By reviewing CSPHCL JE/AE CIVIL’s previous year papers, candidates can assess their own level of preparation.

• Hopefully, the above article regarding CSPHCL JE/AE CIVIL’s previous year papers has been informative. If you wish to score higher marks and enhance the chances of qualifying for the CSPHCL JE/AE CIVIL exam, then download the previous year papers we wish you good luck.

Get Complete Details Of CSPHCL JE Recruitment 2021 @ www.cspc.co.in

Name Of The Organisation	Chhattisgarh State Power Holding Company Limited
Post Name	JUNIOR Engineer (Electrical, Mechanical, Civil)
Total No Of CSPHCL Assistant Engineer Vacancies	28 Posts only for CIVIL engineering
CSPHCL Application Mode	Online
Starting Date To Apply Online For CSPHCL Assistant Engineer Recruitment 2021	29-09-2021
Last Date To Fill Online For CSPHCL JE Vacancies 2021	18-10-2021
CSPHCL JUnior Engineer Exam Date 2021	5 to 14 january 2022
CSPHCLJE Selection Process	Computer-based Test only
CSPHCL JE Job Location	Chattisgarh
Category	Previous Papers
CSPHCL Official Website NOTICE Advertisement	www.cspc.co.in click here CLick here

In the above tabular form, we provide detailed information on CSPHCL Assistant Engineer Vacancies 2021. Individuals

CSPHCL JE/AE Previous Year Papers FAQs

Do we only need to practice from the CSPHCL JE/AE previous year papers for the exam?

• Likewise, if you practice you will surely crack job in CSPHCL Junior Engineer Exam 2021. Also, practice CSPHCL Assistant Engineer Previous Papers as soon as completion of the application process.

What are the topics included in the CSPHCL JE/AE exam syllabus?

• All topic related to civill engineering subjects asked in other exams.

From where do we download the CSPHCL JE/AE previous year papers?

• Just click here and download your papers

What is the CSPHCL JE/AE exam pattern

Exam Type	Parts	Total Subjects	Number Of Questions	Time Duration
Multiple Choice Test	Part I	Professional Subjects	80	2 Hours
Part II	General Awareness & Reasoning	20
Total	100 Q

• CSPHCL JE Exam is Multiple Choice Based Test

 Similarly, you can download CSPHCL Assistant Engineer Syllabus and CSPHCL Assistant Engineer Exam Pattern 2020-21 for free cost.

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Methods of Soil Exploration - Soil mechanics - Civil Engineering

Methods of Soil Exploration

The methods available for soil exploration may be classified as follows:

• 1. Direct methods: Test pits, trial pits or trenches.
• 2. Semi-direct methods: Borings
• 3. Indirect methods: Soundings or penetration tests and geophysical methods

Test Pits

• This test is suitable only for small depths up to 3 m.
• For excavation of pervious soils at great depths, lateral supports or bracings are required.
• Useful for conducting field tests, such as plate bearing test.
• Test pits are usually made only for supplementing other
• methods or for minor structures.

Boring

• Boring is a method of making or drilling bore holes into the ground for obtaining soil or rock samples from known or specified depths.
• Depending upon the type of soil and the purpose of boring, the following methods are used for drilling the holes.

Types of Boring

1. Auger boring:

• This method is effective for subsurface investigations of highways, railways and airfields, where the depth of exploration is small.
• This method is, generally, used in soils which can stay open without casing or drilling mud, such as clays, silts, etc.

The main disadvantage of auger boring is that the soil samples are highly disturbed.

2. Wash boring:

• Used for exploration below ground water table for which the Auger method is not suitable.
• This method cannot be efficiently applied in hard soils, rocks and soils containing boulders.
• The hole is advanced by a combination of chop-ping action and jetting action.

3. Rotary drilling:

• It is used in clay sands and rocks. This method is not suitable if material contains large percentage of particles of gravel
• The hole is advanced by rotating a hollow drill rod which has a cutting bit at its lower end.

4. Percussion drilling:

• This method is suitable for making holes in rocks, boulders and other hard strata.
• It is useful for drilling holes in glacial tills containing boulders.
• In this method, a heavy chisel is alternately lifted and dropped in a vertical hole.

5. Core drilling:

• • This method is used for drilling holes and obtaining rock cores.
• • Diamond-cutting edge is used.

Spacing of Borings

• The spacing of borings or the number of borings depends on the type, size and weight of the proposed structure, variation in soil conditions.
• For an area of about 0.4 hectare, one bore hole or trial pit in each corner and one is the centre should be adequate.
• For smaller and less important buildings, one bore hole at the cente is sufficient.

Depth of Borings

Normally, the depth of boring should be one and half times the width of the footing below the foundation level.

Soil Sampling

• It is the process of obtaining soil samples from the desired depth at the desired location in a natural soil deposit to assess the engineering properties of soil.
• The devices used for the purpose of sampling are known as soil samplers.

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