This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
This is about types of shear failure in soil, describe all the three types of the bearing capacity failure of soil.
This is prepared by (Abdullah Kawkas Galaly) a student in civil engineering department at Salahaddin University in Erbil-Kurdistan region.
General presentation of under-reamed piles. Mainly for diploma engineers, it is really helpful as its objective, dimensions, usage, etc are shown with proper images. It will really helpful for the basic knowledge of under-reamed piles.
Certain Soils don’t permit the construction of specific structures on it. The alternative is to improve the strength of the soil by various methods like:
Mechanical modification
Chemical Modification
Lime stabilization
Geo textile etc.,
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Digital Soil Compaction Recorder, GPS Based Soil Compaction Recorder, Soil Moisture Analyzer, Digital Soil Moisture Analyzer, GPS Based Soil Moisture Analyzer, Infrared Soil Moisture Meter For More Information Please Logon http://cutt.us/12bX
Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
This is about types of shear failure in soil, describe all the three types of the bearing capacity failure of soil.
This is prepared by (Abdullah Kawkas Galaly) a student in civil engineering department at Salahaddin University in Erbil-Kurdistan region.
General presentation of under-reamed piles. Mainly for diploma engineers, it is really helpful as its objective, dimensions, usage, etc are shown with proper images. It will really helpful for the basic knowledge of under-reamed piles.
Certain Soils don’t permit the construction of specific structures on it. The alternative is to improve the strength of the soil by various methods like:
Mechanical modification
Chemical Modification
Lime stabilization
Geo textile etc.,
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Digital Soil Compaction Recorder, GPS Based Soil Compaction Recorder, Soil Moisture Analyzer, Digital Soil Moisture Analyzer, GPS Based Soil Moisture Analyzer, Infrared Soil Moisture Meter For More Information Please Logon http://cutt.us/12bX
Compaction of soil (for civil engineering)laxman singh
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software - power point presentation 2015
Compacting equipments_Advanced Construction Technology (Semester-6), Civil En...A Makwana
(1) Rolling:
Different types of rollers are used for compaction of soils.
The compaction depends upon the following factors.
Contact pressure
Number of passes (normally 5 to 15)
Layer thickness (less than 15 cm)
Speed of roller
Principles of soil densification – Properties of Compacted soil, Compaction control tests, Specification of compaction requirements, Blasting, Vibrocompaction, Dynamic Tamping and Compaction piles.
Compactionfield method and interpretation of lab method
1. What is compaction?
A simple ground improvement
technique, where the soil is densified through
external compactive effort.
COMPACTION
Compactive effort
+ water =
2. There are three method in field compaction
Rolling
Ramming
Vibration
3. Rolling - a heavy cylinder is rolled over the
surface of the soil. Commonly used on sports
pitches. Roller-compactors are often fitted
with vibratory devices to enhance their ability.
Different types of rollers are used for
Compaction. which are depend on following
factors
Contact pressure
Number of passes(normally 5 to 15)
Layer thickness (less than 15 cm)
Speed of roller
4. A hand operated rammer consist of a block of
iron,about 3 to 5 kg in mass,attached to a wooden
rod.the rammer is lifted for about 0.30 m and dropped
on the soil to be compacted
A mechanical rammer is operated by compressed air or
gasoline power.it is much heavier about 30 to 150 kg.
mechanical rammers have been used up to a mass of
1000 kg in some special cases.
Tampers are used to compact soil adjecent to
existing structures or confined area as
trenches,within plinth of building.
5. Vibration are induced in the soil during compaction.the
compactors are available in a variety of forms.when the
vibrator is mounted on adrum,it is called a vibratory roller.
these rollers are available both as pneumatic type and the
smooth wheel type.in a smooth wheel type, a separate motor
drives an arrangement of eccentric weights to create high
frequency,low-amplitude,up and down osicillations of the
drum.
These rollers are suitable for compacting granular soils.
Another form of vibratory compactor is a vibrating plate
compactor. hand operated vibrating plates are also available.
6. Instrument of Filed Compaction
Different types of rollers (clockwise
from right):
Vibratory roller
Pneumatic rubber tired roller Smooth-wheel roller
Sheepsfoot roller
7. Smooth Wheeled Roller
Compacts effectively only to 200-300 mm;
therefore, place the soil in shallow
layers (lifts)
8. Vibrating Plates
for compacting very small areas
effective for granular soils
9. Sheepsfoot Roller
Provides kneading action; “walks out” after
compaction
Very effective on clays
10. Impact Roller
Provides deeper (2-3m) compaction. e.g., air
field
11. Laboratory Compaction Test
- to obtain the compaction curve and define
the optimum water content and maximum
dry density for a specific compactive effort.
hammer
Modified Proctor
Standard Proctor
•5 layers
•3 layers
• 25 blows per
• 25 blows per layer layer
•4.9 kg hammer
•2.7 kg hammer
• 450 mm drop
• 300 mm drop
1000 ml compaction mould