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PresentedBy: 
Ghazanfar Hussain 
B.Tech (Civil)- 7th Sem. 
11-CES-18 
Jamia Millia Islamia, 
New Delhi-110025
POPULATION 
INCREASE 
TRAFFIC 
CONGESTION 
• UNRELIABLE 
SERVICE 
• LONG WAITING 
TIMES 
EXISTING 
SYSTEM FAILURE
Reliable and safe journey 
Reduction in atmospheric pollution 
Reduction in accident 
Reduced fuel consumption 
Reduced vehicle operating costs 
Improvement in the quality of life 
More attractive city for economic investment 
and growth 
Time saving for commuters
Function of the Depot: 
 Wagan Parts Repairs; 
 Locomotive Maintenance; 
 Track and Signal Maintenance; 
 Wagan Storage; etc.
Retaining Wall 
Building
Weep 
holes
(Method of construction) 
• Pile foundation is a type 
of deep foundation. 
• Dia of pile=0.6m 
• Depth of pile =20m
• It should pass through marsh cone in 37 
sec for required viscosity 
• Its specific gravity must be 1.0- 
1.1(hydrometer is used for measuring 
specific gravity)
Marsh Cone Test Specific gravity test
Reinforcement 
In Pile 
Foundation
Concreting in Pile
Column 
Pile cape Grade beam
• Static Pile load test was performed on a pile 
foundation of P-way store and offices region 
according to IS 2911:Part 4(1985). 
• Preparation of Pile Head 
• Application of Load 
• Reaction
The safe load on single pile for 
the initial test should be least 
of the following: 
a) Two-thirds of the final load at which the total displacement 
attains a value of 12 mm. 
b) 50 percent of the final load at which the total displacement 
equal 10 percent of the pile diameter in case of uniform 
diameter piles and 7.5 percent of bulb diameter in case of 
under-reamed piles
• Recording the Reading in Dial Guages
• Soil is sandy clay in this site. 
• For better compaction: 
i) Dry Density of Soil should be more than 1.7 g/cc 
but in this site the Dry Density of Soil was 1.97 g/cc 
ii) Free from Organic Matter. Density of Soil 
can be found out by Core Cutter method In 
the field.
• Dry Density = 
where, 
M= Mass of Soil in Core Cutter 
V= Volume of Core Cutter 
W= Moisture Content in %age.
Motor 
grader 
Vibratory Roller(10 to 12 ton capacity) 
Vibratory 
Roller 
and 
Mortar Grader
• Personal Protective Equipment 
(PPE): All persons engaged in 
construction activities will be 
provided with, and wear the 
appropriate Personal 
Protective Equipment. At all 
times 
• Safety Helmet 
• Safety Footwear 
• Safety Gloves
Ghznfr's ppt

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Unit 3 Emotional Intelligence and Spiritual Intelligence.pdf
 
The basics of sentences session 3pptx.pptx
The basics of sentences session 3pptx.pptxThe basics of sentences session 3pptx.pptx
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Ghznfr's ppt

  • 1. PresentedBy: Ghazanfar Hussain B.Tech (Civil)- 7th Sem. 11-CES-18 Jamia Millia Islamia, New Delhi-110025
  • 2. POPULATION INCREASE TRAFFIC CONGESTION • UNRELIABLE SERVICE • LONG WAITING TIMES EXISTING SYSTEM FAILURE
  • 3. Reliable and safe journey Reduction in atmospheric pollution Reduction in accident Reduced fuel consumption Reduced vehicle operating costs Improvement in the quality of life More attractive city for economic investment and growth Time saving for commuters
  • 4. Function of the Depot:  Wagan Parts Repairs;  Locomotive Maintenance;  Track and Signal Maintenance;  Wagan Storage; etc.
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  • 13. (Method of construction) • Pile foundation is a type of deep foundation. • Dia of pile=0.6m • Depth of pile =20m
  • 14. • It should pass through marsh cone in 37 sec for required viscosity • Its specific gravity must be 1.0- 1.1(hydrometer is used for measuring specific gravity)
  • 15. Marsh Cone Test Specific gravity test
  • 16. Reinforcement In Pile Foundation
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  • 19. Column Pile cape Grade beam
  • 20. • Static Pile load test was performed on a pile foundation of P-way store and offices region according to IS 2911:Part 4(1985). • Preparation of Pile Head • Application of Load • Reaction
  • 21. The safe load on single pile for the initial test should be least of the following: a) Two-thirds of the final load at which the total displacement attains a value of 12 mm. b) 50 percent of the final load at which the total displacement equal 10 percent of the pile diameter in case of uniform diameter piles and 7.5 percent of bulb diameter in case of under-reamed piles
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  • 23. • Recording the Reading in Dial Guages
  • 24. • Soil is sandy clay in this site. • For better compaction: i) Dry Density of Soil should be more than 1.7 g/cc but in this site the Dry Density of Soil was 1.97 g/cc ii) Free from Organic Matter. Density of Soil can be found out by Core Cutter method In the field.
  • 25. • Dry Density = where, M= Mass of Soil in Core Cutter V= Volume of Core Cutter W= Moisture Content in %age.
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  • 28. Motor grader Vibratory Roller(10 to 12 ton capacity) Vibratory Roller and Mortar Grader
  • 29. • Personal Protective Equipment (PPE): All persons engaged in construction activities will be provided with, and wear the appropriate Personal Protective Equipment. At all times • Safety Helmet • Safety Footwear • Safety Gloves