๐A pile foundation may consist of a group of piles, joined by pile cap at the top and typically spaced at 2 to 4 timers the pile diameter.
There are two modes of failure for pile group, namely individual pile failure and block failure.
During design, the distribution of axial load among the piles is assumed uniform.
However, center piles are expected to carry greater loads than perimeter piles in sand.
The reverse is true for pile group in clay.
Block failure on the other hand, is more likely to occur in fine-grained soil rather than coarse-grained soil.
It may be induced when the pile spacing is less than 2 to 3 times the pile diameter.
@etconp
There are two modes of failure for pile group, namely individual pile failure and block failure.
During design, the distribution of axial load among the piles is assumed uniform.
However, center piles are expected to carry greater loads than perimeter piles in sand.
The reverse is true for pile group in clay.
Block failure on the other hand, is more likely to occur in fine-grained soil rather than coarse-grained soil.
It may be induced when the pile spacing is less than 2 to 3 times the pile diameter.
@etconp
โค6
๐Construction Engineering Abbreviation Tips
โก๏ธThe common abbreviation used in Construction Industry
๐ท A.A.S.H.T.O โ American Association of state highway Transport Official.
๐ท A.C.I โ American Concrete Institute.
๐ท A.R.E.A โ American Railway Engineering Association.
๐ท A.B โ Anchor Bolt Or Asbestos Board
๐ท AC โ Asphalt Concrete
๐ท A.S.C โ Allowable Stress of concrete.
๐ท A.S.T.M โ American society for testing materials
๐ท AC โ Asbestos Cement.
๐ท AE โ Assistant Engineer
๐ท APM โ Assistant Project Manager
๐ท B.M โ Benchmark
๐ท B.M โ Bending Moment.
๐ท BLK โ Block Work
๐ท BOQ โ Bill Of Quantities
๐ท BRW โ Brick Retaining Wall
๐ท BWK โ Brick Work
๐ท B.O.F โ Bottom Of Foundation
๐ท BHK โ Bedroom, Hall, Kitchen
๐ท C.I.Pipe โ Cast iron pipe.
๐ท C.I.Sheet โ Corrugated Iron sheet.
๐ทCL- Centre Line
๐ทCRW โ Concrete Retaining Wall
๐ท CBW โ Concrete Block Wall
๐ท CIP โ Cast In Place
๐ท CMU โ Concrete Masonry Unit
๐ท CJ โ Construction Joint
๐ท CC โ Centre To Centre
๐ท CC โ Cement concrete.
๐ท CE โ Chief Engineer
๐ท CP โ Cement plaster.
๐ท CPM โ Critical path method.
๐ท CS โ Comparative statement.
๐ท D โ Diameter
๐ท DL โ Development Length
๐ท Dia โ Diameter
๐ท DIM โ Dimension
๐ท D.L โ Dead load.
๐ท DPC โ Damp proof course.
๐ท DPR โ Daily Progress Report
๐ท DRG โ Drawings
๐ท DWLS โ Dowels
๐ท EJ โ Expansion Joint
๐ท E.L โ Environmental load.
๐ท EL โ Existing Load
๐ท EGL โ Existing ground level.
๐ท ELCB โ Earth Leak Circuit Breaker
๐ท F.M โ Fineness Modulus.
๐ท Ft โ Foot Or Feet
๐ท FL โ Floor Level
๐ท FGL โ Formation ground level.
๐ท FOC โ Factor Of Safety
๐ท GL โ Ground Level
๐ท GL โ Ground level.
๐ท GP โ Ground plane.
๐ท HFL โ Highest Flood Level.
๐ท HAC โ High Alumina Cement
๐ท HP โ Horizontal plane.
๐ท IOM โ Inter Office Memo
๐ท ISI โ Indian standard institute.
๐ท JE โ Junior Engineer
๐ท JST โ Joist
๐ท Kg โ Kilogram.
๐ท L.L โ Live load.
๐ท LW โ Light Weight
๐ท LWC โ light Weight Concrete
๐ท LC โ Lime concrete.
๐ท M โ Meter
๐ท MM โ Millimeter.
๐ท MB โ Measurement book.
๐ท MCB โ Miniature Circuit Breaker
๐ท MEP โ Mechanical Electrical Plumbing
๐ท MFL โ Maximum Flood Level
๐ท MRC โ Material Receipt Challan
๐ท MT โ Metric Tonnes
๐ท N โ Newton
๐ท NCF โ Neat cement finishing.
๐ท OPC โ Ordinary Portland Cement
๐ท OGL โ Original ground level.
๐ท OSR โ Open Soace Reservation Area
๐ท PC โ Pile Cap
๐ท PC โ Precast Concrete
๐ท PCC โ Plain Cement Concrete
๐ท PERT โ Programme Evaluation and Review Technique.
๐ท PL โ Plinth level.
๐ท PM โ Project Manager
๐ท PO โ Purchase Order
๐ท PPE โ Personal Protective Equipment
๐ท PPR โ Poly Propylene Random.
๐ท PVC โ Poly vinyl choloride .
๐ท PVC โ Polyvinyl Chloride
๐ท PSF โ Pound Per Square Foot
๐ท PSI โ Pound Per Square Inch
๐ท PWD โ Permanent Works Engineer
๐ท QC โ Quality control
๐ท QS โ Quantity Surveyor
๐ท RC โ Reinforced Concrete
๐ท R.B.W โ Reinforced brick work.
๐ท RBC โ Reinforced Brick concrete.
๐ท RCC โ Reinforced Cement Concrete
๐ท RMC โ Ready Mixed Concrete concrete.
๐ท RL โ Reduced level.
๐ท SCC โ Self Compacting Concrete
๐ท STP โ Sewage Treatment Plant
๐ท SRC โ Sulphate Resisting Cement
๐ท SWG โ Standard wire gauge.
๐ท TB โ Tie Beam
๐ท TBM โ Tunnel Boring Machine
๐ท TDS โ Total Dissolved Solids
๐ท TOB โ Top Of Beam
๐ท TMT โ Thermo Mechanical Treatment
๐ท TOC โ Top Of Concrete
๐ท TOW โ Top Of Wall
๐ท U.S.C โ Ultimate stress of concrete.
๐ท UPVC โ Unplasticized Polyvinyl chloride.
๐ท USD โ Ultimate strength design.
๐ท VP โ Vertical plane.
๐ท W.C โ Water closet.
๐ท WL โ Working Level
๐ท W.S.D โ Working stress Design
๐ท WO โ Work Order
@etconp
โก๏ธThe common abbreviation used in Construction Industry
๐ท A.A.S.H.T.O โ American Association of state highway Transport Official.
๐ท A.C.I โ American Concrete Institute.
๐ท A.R.E.A โ American Railway Engineering Association.
๐ท A.B โ Anchor Bolt Or Asbestos Board
๐ท AC โ Asphalt Concrete
๐ท A.S.C โ Allowable Stress of concrete.
๐ท A.S.T.M โ American society for testing materials
๐ท AC โ Asbestos Cement.
๐ท AE โ Assistant Engineer
๐ท APM โ Assistant Project Manager
๐ท B.M โ Benchmark
๐ท B.M โ Bending Moment.
๐ท BLK โ Block Work
๐ท BOQ โ Bill Of Quantities
๐ท BRW โ Brick Retaining Wall
๐ท BWK โ Brick Work
๐ท B.O.F โ Bottom Of Foundation
๐ท BHK โ Bedroom, Hall, Kitchen
๐ท C.I.Pipe โ Cast iron pipe.
๐ท C.I.Sheet โ Corrugated Iron sheet.
๐ทCL- Centre Line
๐ทCRW โ Concrete Retaining Wall
๐ท CBW โ Concrete Block Wall
๐ท CIP โ Cast In Place
๐ท CMU โ Concrete Masonry Unit
๐ท CJ โ Construction Joint
๐ท CC โ Centre To Centre
๐ท CC โ Cement concrete.
๐ท CE โ Chief Engineer
๐ท CP โ Cement plaster.
๐ท CPM โ Critical path method.
๐ท CS โ Comparative statement.
๐ท D โ Diameter
๐ท DL โ Development Length
๐ท Dia โ Diameter
๐ท DIM โ Dimension
๐ท D.L โ Dead load.
๐ท DPC โ Damp proof course.
๐ท DPR โ Daily Progress Report
๐ท DRG โ Drawings
๐ท DWLS โ Dowels
๐ท EJ โ Expansion Joint
๐ท E.L โ Environmental load.
๐ท EL โ Existing Load
๐ท EGL โ Existing ground level.
๐ท ELCB โ Earth Leak Circuit Breaker
๐ท F.M โ Fineness Modulus.
๐ท Ft โ Foot Or Feet
๐ท FL โ Floor Level
๐ท FGL โ Formation ground level.
๐ท FOC โ Factor Of Safety
๐ท GL โ Ground Level
๐ท GL โ Ground level.
๐ท GP โ Ground plane.
๐ท HFL โ Highest Flood Level.
๐ท HAC โ High Alumina Cement
๐ท HP โ Horizontal plane.
๐ท IOM โ Inter Office Memo
๐ท ISI โ Indian standard institute.
๐ท JE โ Junior Engineer
๐ท JST โ Joist
๐ท Kg โ Kilogram.
๐ท L.L โ Live load.
๐ท LW โ Light Weight
๐ท LWC โ light Weight Concrete
๐ท LC โ Lime concrete.
๐ท M โ Meter
๐ท MM โ Millimeter.
๐ท MB โ Measurement book.
๐ท MCB โ Miniature Circuit Breaker
๐ท MEP โ Mechanical Electrical Plumbing
๐ท MFL โ Maximum Flood Level
๐ท MRC โ Material Receipt Challan
๐ท MT โ Metric Tonnes
๐ท N โ Newton
๐ท NCF โ Neat cement finishing.
๐ท OPC โ Ordinary Portland Cement
๐ท OGL โ Original ground level.
๐ท OSR โ Open Soace Reservation Area
๐ท PC โ Pile Cap
๐ท PC โ Precast Concrete
๐ท PCC โ Plain Cement Concrete
๐ท PERT โ Programme Evaluation and Review Technique.
๐ท PL โ Plinth level.
๐ท PM โ Project Manager
๐ท PO โ Purchase Order
๐ท PPE โ Personal Protective Equipment
๐ท PPR โ Poly Propylene Random.
๐ท PVC โ Poly vinyl choloride .
๐ท PVC โ Polyvinyl Chloride
๐ท PSF โ Pound Per Square Foot
๐ท PSI โ Pound Per Square Inch
๐ท PWD โ Permanent Works Engineer
๐ท QC โ Quality control
๐ท QS โ Quantity Surveyor
๐ท RC โ Reinforced Concrete
๐ท R.B.W โ Reinforced brick work.
๐ท RBC โ Reinforced Brick concrete.
๐ท RCC โ Reinforced Cement Concrete
๐ท RMC โ Ready Mixed Concrete concrete.
๐ท RL โ Reduced level.
๐ท SCC โ Self Compacting Concrete
๐ท STP โ Sewage Treatment Plant
๐ท SRC โ Sulphate Resisting Cement
๐ท SWG โ Standard wire gauge.
๐ท TB โ Tie Beam
๐ท TBM โ Tunnel Boring Machine
๐ท TDS โ Total Dissolved Solids
๐ท TOB โ Top Of Beam
๐ท TMT โ Thermo Mechanical Treatment
๐ท TOC โ Top Of Concrete
๐ท TOW โ Top Of Wall
๐ท U.S.C โ Ultimate stress of concrete.
๐ท UPVC โ Unplasticized Polyvinyl chloride.
๐ท USD โ Ultimate strength design.
๐ท VP โ Vertical plane.
๐ท W.C โ Water closet.
๐ท WL โ Working Level
๐ท W.S.D โ Working stress Design
๐ท WO โ Work Order
@etconp
โค21๐2
๐แ 12 แแแฎแ แฐแฐแซ แจแฐแฃแแ แตแแตแญโผ๏ธ
๐งแ แแซ แญแแ แ แฐแกแฅ แแแฐแญ แแแซ แแจแณ แ 12.6 แแแฎแ แฅแญ แแช แจแฐแแแฃแ แจ"แฅแญแ แแแ" แตแแตแญ แฐแ แแ แญแญแญแฅ แแฐแจแ แจแฐแแแ แ แแ แแแแแชแซ แแแแข
๐ซแตแแตแฉ แจแแแฃแณแ แแช แจแตแซแ แฅแซแตแ แตแแต แแญ แฃแแแแฃแ แ แ แแ แ แซแ แแฒแซ แฅแแแฝแ แฅแซแแแแจ แญแแแแข
๐แจแ แแต แแแฉ แ แแแฅ แตแญแแต แแ แแจแชแซ (FSRP) แแฎแแญแต แตแแ แจแฐแแแฃแข
๐ แจแปแ-แแ แ แแ แแแฝแ แจแแฆ แจแแจแ แแจแณ แแญ แจแแซแแแ แฒแแแฃ แจ35 แบแ แ แแญ แแแชแแฝแ แฐแ แแ แซแฐแญแแ แฐแฅแแแข
๐ แตแแตแฉ แแฐแ แฒแ แญแฐแญแต แจแแ แจแแ แจแฐแแ แจแฅแแตแณแต แ แญแแต แแฅแแต แฅแแฐแแณแฐแแ แแ แ แจแฐแก แฅแ แ แฅแแฒแซแฐแญแแแต แ แณแตแงแแข
๐ทแญแ แตแแตแญ 12 แแแฎแ แฅแญ แญแแแ แแญ แแ แจแแแ แแณแญ แแแแแชแซ แแแแข
โโ
@etconp
๐งแ แแซ แญแแ แ แฐแกแฅ แแแฐแญ แแแซ แแจแณ แ 12.6 แแแฎแ แฅแญ แแช แจแฐแแแฃแ แจ"แฅแญแ แแแ" แตแแตแญ แฐแ แแ แญแญแญแฅ แแฐแจแ แจแฐแแแ แ แแ แแแแแชแซ แแแแข
๐ซแตแแตแฉ แจแแแฃแณแ แแช แจแตแซแ แฅแซแตแ แตแแต แแญ แฃแแแแฃแ แ แ แแ แ แซแ แแฒแซ แฅแแแฝแ แฅแซแแแแจ แญแแแแข
๐แจแ แแต แแแฉ แ แแแฅ แตแญแแต แแ แแจแชแซ (FSRP) แแฎแแญแต แตแแ แจแฐแแแฃแข
๐ แจแปแ-แแ แ แแ แแแฝแ แจแแฆ แจแแจแ แแจแณ แแญ แจแแซแแแ แฒแแแฃ แจ35 แบแ แ แแญ แแแชแแฝแ แฐแ แแ แซแฐแญแแ แฐแฅแแแข
๐ แตแแตแฉ แแฐแ แฒแ แญแฐแญแต แจแแ แจแแ แจแฐแแ แจแฅแแตแณแต แ แญแแต แแฅแแต แฅแแฐแแณแฐแแ แแ แ แจแฐแก แฅแ แ แฅแแฒแซแฐแญแแแต แ แณแตแงแแข
๐ทแญแ แตแแตแญ 12 แแแฎแ แฅแญ แญแแแ แแญ แแ แจแแแ แแณแญ แแแแแชแซ แแแแข
โโ
@etconp
โค16๐ญ10๐ฑ3๐ฅฐ2๐1
๐2โค1
Burj khalifa
-Height-828 m
-Material-steel,concrete
-floors:-163
-service..office,,hotel residential
- location-Dubai,UAE
-Rank-1st
@etconp
-Height-828 m
-Material-steel,concrete
-floors:-163
-service..office,,hotel residential
- location-Dubai,UAE
-Rank-1st
@etconp
๐6
Shanghi Tower
Height-632m
material-composite
floors-128
service-hotel,office
location-shanghi,china
Rank-2nd
@etconp
Height-632m
material-composite
floors-128
service-hotel,office
location-shanghi,china
Rank-2nd
@etconp
๐ฅฐ4โค3๐ฅ1
macca royal clock Tower
Height-601m
material-composite
floors-120
service-hotel,other
location-saudi arabia
Rank-3rd
@etconp
Height-601m
material-composite
floors-120
service-hotel,other
location-saudi arabia
Rank-3rd
@etconp
โค5
Ping An finance center
Height-599.1m
material-composite
floors-123
service-office
location-shenzhen,china
Rank-4th
@etconp
Height-599.1m
material-composite
floors-123
service-office
location-shenzhen,china
Rank-4th
@etconp
โค6๐ฅฐ1
Lotte world Tower
Height-554.5m
material-composite
floors-123
service-office
location-seoul,south korea
Rank-5th
@etconp
Height-554.5m
material-composite
floors-123
service-office
location-seoul,south korea
Rank-5th
@etconp
โค4
One world trade center
Height-541.3m
material-composite
floors-94
service-office
location-newyork,USA
Rank-6th
@etconp
Height-541.3m
material-composite
floors-94
service-office
location-newyork,USA
Rank-6th
@etconp
โค4๐3
Guangzhou CTF finance center
Height-530m
material-composite
floors-97
service-hotel,serviced appartment,office
location-china
Rank-7th
@etconp
Height-530m
material-composite
floors-97
service-hotel,serviced appartment,office
location-china
Rank-7th
@etconp
๐3
Tianjin CTF finance center
Height-530m
material-composite
floors-111
service-hotel, appartment,office
location-tianjin,china
Rank-7th
@etconp
Height-530m
material-composite
floors-111
service-hotel, appartment,office
location-tianjin,china
Rank-7th
@etconp
๐ฅฐ3
CITIC Tower
Height-527.7m
material-composite
floors-109
service-office
location-Beijing,china
Rank-9th
@etconp
Height-527.7m
material-composite
floors-109
service-office
location-Beijing,china
Rank-9th
@etconp
๐3
Taipei 101
Height-508m
material-composite
floors-101
service-office
location-Taipei,Taiwan
Rank-10th
@etconp
Height-508m
material-composite
floors-101
service-office
location-Taipei,Taiwan
Rank-10th
@etconp
โค6
๐Leveling Method, commonly used in civil engineering and surveying.
๐งโMastering Slope Calculation
๐ซโThe image demonstrates the relationship between vertical height difference (\Delta H) and horizontal distance (L) to determine the percentage of a slope.
โKey Components Explained:
โElevation A: The starting ground point (32.000 m).
โBacksight (BS): The rod reading at the known point (2.105 m).
โInstrument Height (I.H.): Calculated as {Elevation A} + {Backsight} = 34.105{ m}.
โForesight (FS): The rod reading at the new point (0.607 m).
โElevation B: Calculated as {I.H.} - {Foresight} = 33.498 { m}.
โHeight Difference (Delta H): The rise between points A and B (1.498 m).
โThe Formula:
โTo find the slope (S), we use the ratio of the height difference over the horizontal distance, multiplied by 100:
With a distance of 98.90 m and a height change of 1.498 m, the resulting slope is 1.514%.
โ#CivilEngineering #Surveying #ConstructionLife #SiteEngineering #LandSurveying #EngineeringStudent
@etconp
๐งโMastering Slope Calculation
๐ซโThe image demonstrates the relationship between vertical height difference (\Delta H) and horizontal distance (L) to determine the percentage of a slope.
โKey Components Explained:
โElevation A: The starting ground point (32.000 m).
โBacksight (BS): The rod reading at the known point (2.105 m).
โInstrument Height (I.H.): Calculated as {Elevation A} + {Backsight} = 34.105{ m}.
โForesight (FS): The rod reading at the new point (0.607 m).
โElevation B: Calculated as {I.H.} - {Foresight} = 33.498 { m}.
โHeight Difference (Delta H): The rise between points A and B (1.498 m).
โThe Formula:
โTo find the slope (S), we use the ratio of the height difference over the horizontal distance, multiplied by 100:
With a distance of 98.90 m and a height change of 1.498 m, the resulting slope is 1.514%.
โ#CivilEngineering #Surveying #ConstructionLife #SiteEngineering #LandSurveying #EngineeringStudent
@etconp
โค15
The ratio of maximum shear stress to average shear stress of circular beam is _______.
Anonymous Quiz
33%
2/3
16%
1
22%
4/3
28%
ยพ
โค9๐2
The structure which supports externally applied load by developing tension in it is called
Anonymous Quiz
16%
Plate
52%
Cable
10%
Shell
22%
Arch
๐8
The process of making the back ground rough before plastering is
Anonymous Quiz
19%
Dubbing
28%
Hacking
34%
Blisting
20%
Peeling
๐6
The property of a liquid which offers resistance to the movement of one layer of liquid over another adjacent layer of liquid is called _______.
Anonymous Quiz
12%
Compressibility
19%
Capillary
19%
Surface tension
51%
Viscosity
๐5โค1๐ฅฐ1