https://youtu.be/tZwAPkMtQac
Engineersaheb Trivendra
@engineersahebtrivendra
Trivendra Kumar's e-training centre of trackmaintenance for engineering persons of railway
Engineersaheb Trivendra (English)
Are you an engineering person working in the railway industry? Looking to enhance your skills in track maintenance? Look no further than Engineersaheb Trivendra! This Telegram channel, managed by Trivendra Kumar, offers a comprehensive e-training centre specifically designed for engineering professionals in the railway sector. Trivendra Kumar, a seasoned expert in track maintenance, shares valuable insights, tips, and techniques to help you excel in your role. Whether you are a novice looking to learn the basics or a seasoned professional seeking advanced knowledge, Engineersaheb Trivendra has something for everyone. Join us today and take your skills to the next level!
Engineersaheb Trivendra
12 Nov, 03:45
https://youtu.be/tJQkevuuKaQhttps://youtu.be/tJQkevuuKaQ
Engineersaheb Trivendra
15 Oct, 07:15
Stable soil:
This refers to soil that remains firm and solid under normal conditions. It does not shift, swell, or shrink significantly when exposed to moisture, and can support structures effectively. Examples might include compacted sandy or gravelly soils.
Ordinary unstable soil:
This type of soil has a tendency to shift or settle over time, especially under load or moisture changes. While it may not be highly problematic, it requires some form of reinforcement or stabilization when used for construction or engineering projects.
Shrinkable soil and vicious black cotton soil:
Shrinkable soil refers to soil that expands when wet and shrinks when dry. These volumetric changes can cause damage to structures built on them.
Black cotton soil is a specific type of clayey soil found in certain regions. It is known for its high shrink-swell capacity, meaning it can cause significant movement in foundations and structures, leading to issues like cracking.
Related in calculating ETKM
This refers to soil that remains firm and solid under normal conditions. It does not shift, swell, or shrink significantly when exposed to moisture, and can support structures effectively. Examples might include compacted sandy or gravelly soils.
Ordinary unstable soil:
This type of soil has a tendency to shift or settle over time, especially under load or moisture changes. While it may not be highly problematic, it requires some form of reinforcement or stabilization when used for construction or engineering projects.
Shrinkable soil and vicious black cotton soil:
Shrinkable soil refers to soil that expands when wet and shrinks when dry. These volumetric changes can cause damage to structures built on them.
Black cotton soil is a specific type of clayey soil found in certain regions. It is known for its high shrink-swell capacity, meaning it can cause significant movement in foundations and structures, leading to issues like cracking.
Related in calculating ETKM
Engineersaheb Trivendra
03 Oct, 16:27
Grade Compensation. The amount of gradient is reduced, wherever a curve and gradient have to be provided together. The reduction in grade is known as grade compensation on curves.
Engineersaheb Trivendra
03 Oct, 16:23
Gang Beat. The length of the railway of which a single gang is responsible for the proper maintenance is called the gang beat.
Gang Huts. Residential quarters or huts provided near the centre of the gang beat are called the gang huts.
Gang Huts. Residential quarters or huts provided near the centre of the gang beat are called the gang huts.
Engineersaheb Trivendra
03 Oct, 16:15
Fouling Mark. Where two tracks converge, the limiting position up to which a train can stand for safe movement on the adjacent track is demarcated by a mark called fouling mark .
Engineersaheb Trivendra
03 Oct, 16:13
Elastic Fastenings. These are the special types of fastenings used for holding rails to the sleepers firmly at a constant pressure without affecting the track structure for sufficient time. These fastenings are suitable for high speed tracks as they can withstand high frequency vibrations and shocks.
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