Monday, 4 December 2017

Technical terms and meaning


  TECHNICAL TERM AND MEANING   


AASHTO
American Association of State Highway and Transportation Officials.

ABILITY
Strength of Materials
The intrinsic characteristic of a material to respond to external stresses, (e.g., absorption ability, de formation ability).

ABILITY BENDING TEST
A test to check the ability of steel to undergo bending stresses without significant degradations of its internal structure.
A test bar positioned on two parallel supports is bent by a round punch pressed in the centre of the bar. No cracks must appear either on the edge or convex faces of the fold in the bar.

ABLATION
1. Loss of mineral matter of a rock due to Erosion.
2. The eroding of a river bed due to the combined abrasive action of water and
Waterborne materials in it.

ABNORMAL COLORING
Defects (Building Materials)
A color modification in wood that indicates a change of its chemical composition and, thus of its properties. This defect can make the wood unsuitable for some uses. Syn. With ABNORMAL TINTING

ABNORMAL CONTACTS
Defects (Civil Engineering Structure)
In suspension or guy bridges, parasitic contacts between the mechanically independent parts that
Are due to a bad design or bad adjustment of the suspension. These contacts can occur between cables or distinct layers or with a part of the structure, such as: abutment, deck, parapet, etc.

ABNORMAL PERMANENT SAG
Defects (Construction)
The abnormal sag of a portion or a complete
Span in the absence or presence of any accidental overload on the entire work. The abnormal sag can be stable or evolutionary and can result from: a geometrical error during construction; an increase of the permanent load, or a diminishing of the bearing capacity of the structure; an accidental loading on a portion of the structure.

ABRASION
A wearing phenomenon that generates a loss of metal mass due to mechanical action of an external body. Or
The deterioration of stones or bricks due to matter removal on the surface by solid bodies carried by water or air. Abrasion can be superficial or deep.

ABRASION RESISTANCE
Building Materials the resistance in a material that opposes surface wearing generated by the action, intentional or not, of another material or fluid.

ABSOLUTE POROSITY OF STONE
Building Materials the ratio of the volume of the voids to the total apparent volume of the stone, the void including the volume occupied by both imbibition and hygrometric water (excluding combination Water).

ABSOLUTE DENSITY
The specific volume of the particles of a portion of ground that is assumed to be without voids; it is called YS.

ABUTMENT
Construction
The end bearing of a deck, a vault, a beam or an arch. Abutments are highly important parts of a bridge and must be studied carefully, since their morphologies quite different.. A bridge can comprise arches, vaults, or decks, and the abutment supports these structures and connects the bridge to the natural rock by supporting generally speaking, the earth pressure. In the case of arches or vaults, the abutment supports the pressure of these structures. Abutments can be built of masonry, concrete, reinforced concrete, possibly pre-stressed concrete, and even in curtains of sheet piles. Abutments comprise, generally a front wall and lateral walls called wing walls or return walls according to their location.

ABUTMENT PIER
Construction
A half-arch-shaped pillar for staying a wall or a vault in order to reinforce it. Syn. with ARCHED BUTTRESS; FLYING BUTTRESS. Or
1. A pier placed between two unequal arches or between a masonry arch and a metal span.
2. In a viaduct with equal arches, a pier that shows an allowance compared with the others (one on four or five) and that is buttressed on the lateral part. This type of construction limits the destruction of the work in case an arch breaks.
3. A construction intended to resist a strongly inclined force.

ABYSSINIAN WELL
Foundation

Sunday, 3 December 2017

Garmin Montana 600-650 full detail in video tutorial


https://www.youtube.com/watch?v=erJXIiOHVPc


Marking and Editing Waypoints on the Garmin Montana 600 650 600T

Download Pashto Tutorial link 







Download Urdu Tutorial link



 





Garmin Montana 600 650 650t: Multi-Point Routing Explanation

Download Pashto Tutorial link 

 





Download Urdu Tutorial link









How to Measure Distance between Two Waypoints Using UTM on Garmin 650 GPS

Download Pashto Tutorial link







Download Urdu Tutorial link








Area Calculator - GPS Garmin Montana 650

Download Pashto Tutorial link




Download Urdu Tutorial link



__________________________


Setting up the Units in the Garmin Montana 600 650 GPS Coordinates

Download Pashto Tutorial link








Download Urdu Tutorial link







Garmin Montana 650 Speed checking



Sunday, 26 November 2017

How to import and export data from total station to USB (Pentax W-1502 N)

 Pentax W-1502 N 

  Points Export 






Exporting points from PENTAX-1502 N Total Station.

1 Start Total Station (by keeping Batteries to their slot, batteries slot on right side) and then click power button.

               PENTAX W-1502 N Display will show like this
               1 Field Genius                   2 Instrument setup
                3 About                             4 Exit
Select 1 Field Genius to start surveying mode and wait for some seconds to connect instrument.

2 Level Instruments

Make no change, but keep face right if you work in face right or left face otherwise click à Continues.

3 Project managers:-

 Here you select you’re job that want to export to USB select à Open
Open project files (here you will see your job name if you select right job) click à Continues or by mistake you select other job click “Go back”.

4 Connect your USB to Total station PENTAX W-1502 N to USB slot (USB slot is on right side with keypad on down side). When you connecting USB check your point in map view, that your job or open properly…!

 5 Now click on àPENTAX” button that make and place in left side down. After the click you will see like this on your Total Station display.

Import and Export
 ASCII co-ordinates    Export template
 ASCII co-ordinate     Field file export
DXF file Import        DXF file Export
SDR file Export       Shape file Import
LandXML Import      Shape file Export
Like this you will see a lot file format’s Import and Export.
You can Export as per your requirements.
For Example:-
You want to Export For “Auto CAD civil 3d” then you  need to Export ASCII Co-ordinate file, because Auto CAD civil 3D work with (TAXT, CSV, DXF etc file format) but mostly Export ASCII Co-ordinate file this file format is also called CSV file format.
Now Select à  ASCII Co-ordinate file format
You will see PENTAX W-1502 N display like this

Points list                  _____ALL_____

Precision                    ______3______

Field Delimiter              __COMMA____

Angular Format             _____DMS____

ü  Include Header

Output format             ___STANDER__
New format           edit format        Delete format

After this click à OK
Again Export ASCII co-ordinate file

Here you will see your
All folder and sub folder in Total station or USB file and folder too look for “HARDDISK” and select it.
PENTAX W-1502 N show you all the file inside the folder and file that inside the folder or USB connected ,
Save as file name
 Keep name for your Project file

 And now select à save file.
Now you will receive message like this…!
For example:-
122 Points exported.

You are done.


If you are going to import these points to “AUTO CAD Civil 3D” you must remove heading….!
    Removing heading form CSV file or test file.
Open your exported file with notepad or Excel, but notepad is better for this…!
When you open your exported file with notepad sample remove these
Points ID, Northing (local), Easting (local), Elevation (local), Description and all above point 1
And then Go to à file and click à Save file.
If you open your exported file with excel then you have to do long process but not too much.
With excel
Open with excel
Go to file select à open file à select you file
Now action window will be open
Select à next again à next and select comma and click àFinish
(If you got on step 3/3 general, text etc. then selectsà text and click à finish
Now delete all above your first co-ordinate “line and heading.
Leave only Five columns.
Now apply this formula to make is on one row with comma delimited
Select new cell front to your first point after column Five and
Gotoà Fx (faction) now select Category “text
And find “Concatenate” and then select click à Ok
 Now one first
row “ text1” select no’s 1,
Second row “text2” write comma “,
3rd row “text3” select northing
4rd row “text4” write comma “,
5rd row “text5” select Easting
6rd row  “text6” write comma “,
7rd row “text7” select Elevation
 8rd row  “text8” write comma “,
9rd row “Text9” select Description
Click now click à OK
Now select you are this column (column six) and right and Copy it.
Now go to desktop right click and to go à new and select “new text document
Open it and “Paste” coped text here.
Now to go file and save as it with new name.

And you are done.

  WATCH VIDEO TUTORIAL  



THANKS

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All about Civil engineering site works.


Saturday, 18 November 2017

Pentax W-1502 N Setup

Pentax W-1502 N    


Total Station Setup
1 Open Total Station box and pick up Total Station from handle and keep it on tripod and connect  with connecting screw with the tripod base.

2 Now take batteries from box and connect with machine (batteries sort is on right side when you leveling instrument)

3 now click on “Power button” to start machine.

4 Total Station (automatically open my Device) if not select automatically my device select it manually.

5 After this selecting “My Device” Four option will be appear on Total Station Display
1 Fields Genius, 2 Instrument Setup, 3 About, 4 Exits.

Now select first one “1 Fields Genius” and Wait for a 5 seconds.

6 now laser is on level the instrument on the B.M or STN Point and level whole instrument (leveling, centering, and focusing) and keep face on Right “right Face” and select à Continue.

7 After leveling the Instrument Project Manager will come automatically and you can open it manually, But on the new Project at open automatically.
 Now select à “new Project”
Give name -----------   “you can keep name in number or alphabet as you wish” Double click on name area and give name, you can also give name from keypad.
Change to number Two alphabet click on @ on keypad button to change it.
Click à OK  à yes
(Make no change) select à Continue à wait for some seconds.
Now Pentax Fields Genius assistant ask you, would you like to create a new point now?
Click à yes
_____________________________________________________________________________________
Pentax display appear like this
Store point
                   
  Point ID             ____________
                  
   Description       ____________
                  
   Northing           ____________
              
   Easting              ____________
                   
   Elevation           ____________
                 
  Note                   tap to enter note “Advanced”

  Now click à “Store Point” machine ask you ‘The description STN is not fond in the AutoMap library, add to the project file?
Click à yes (if you enter every time new description or code Total Station will ask you like this).

8 Now again “Pentax Fields Genius assistant” ask you, would you like to Setup the Instrument at the new Point?
Click à yes
(For new every new project “Pentax Fields Genius assistant” ask you like this) and assist you on this way.

9 Orientation Setup

Instrument

  è Occupy Point or Station Point                              = _____________

      Instrument Height                                                     = _____________

Bask sight

  è Back sight Point                                                  = _____________

  è Back sight Direction                                          =  _____________

  èBack sight Distance                                       = _____________

  è Target manger                                                      Click to give prism height

Then Click à OK


10 now Rotate Total Station to the Back sight Point and Target it (keep attention here if you make any mistake this will make you more trouble.
Completing this all click à “on Right side down click on Total Station icon to take on back sight and Shot.
            
Displaying
Measuring ………………..
Measuring angle/distance………….
Now check orientation Result:
Accept à if all is correct
Observation Again à if you got Error above 0.020
Cancel à if you don’t want to setup Instrument.

Watch video Tutorial


Thanks…!
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ALL ABOUT CIVIL ENGINEERING SITE WORKS

Monday, 13 November 2017

Core cutter test calculation method


 Core cutter test method 



 Operating instructions:- 

The core cutter method is used to determine the density and moisture content of embankment or foundation materials.


 Procedure:- 

Excavate the area to the prescribed depth, so that the excavated area has a horizontal and flat bottom surface measuring at least 0.4 x 0.6 m. Place the appliance with the drop weight in the hole and fix the sample ring with the crib in the holder that is fixed to the lower side of the guide bush. Set the guide bush vertically and allow the weight to fall as many times as is necessary until the edge of the holder is touching the bottom surface. Remove the appliance from the hole and dig out the sample ring, by inserting the shovel about 0.02 m beneath the sample ring. Skim off the lower side of the sample ring carefully with a sawing motion using the steel ruler. Make up for any loss of material at the lower side of the sample ring by applying a light pressure from your hand at the upper side of the sample ring by pressing the material to the lower side and skim off the excess material with the ruler. Place the sample ring on the flat metal plate and remove the crib. Skim off the excess materials carefully by applying a sawing motion.

Carefully brush off the exterior of the sample ring. Transfer the contents of the sample ring to a plastic bag. Use the brush to add the materials remaining in the sample ring to the contents of the plastic bag and close this so that it is airtight. Make sure the volume of the in situ materials is equal to that inside volume of the sample ring (V cm3).


 Mass and moisture content 

 Required materials: 

Balance, accuracy of 0.1 gr (art. no.: 98.01.03). Drying oven, at 110 ± 5 °C.

 Operation: 

The materials that were excavated or removed with the sample ring (c g) should then be weighed. Dry the materials at 110 ± 5 °C to a constant mass and weigh again when cooled (d g). Carry out precision weighings with an accuracy of 0.1 gr.

Calculation 

                                           c-d
Calculate the moisture content as   d      •  100% with an accuracy of 0.1%
Density: Make sure the volume of the materials in situ is equal to the inner volume (V cm3) of the sample ring. Determine the inner volume of the sample ring with an accuracy of 0.1 cm3

 Calculation 

                                                                                                       d
With an accuracy of 1 kg/m3, calculate the density as 1000 x     V    •  kg/m3.
The core cutter method is suitable only for materials that contain no stones.





 Core Cutter Test 

Formulas:-

Wet Density =   W.T of material / volume of core

Volume of core = πD2/4 * H

Moisture = 10 %

Dry density = (Wet density / M.C + 100)* (100)

Compaction = (Dry density / max dry density) * 100  


 Thanks..! 


To read more please click link blow



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