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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰แˆŒแˆ‹แŠ›แ‹ แ‰ปแŠ“แˆ‹แ‰ฝแŠ• แ‰ฐแ‰€แˆ‹แ‰…แˆˆแ‹‹แˆ?

โšก๏ธแˆฐแˆ™แŠ‘ แ‹จแ‹ˆแŒก แŒจแˆจแ‰ณแ‹Žแ‰ฝ แŒจแˆแˆฎ

๐ŸŒŸแŠ แ‹ณแ‹ฒแˆต แ‹จแˆตแˆซ แ‰…แŒฅแˆฎแ‰ฝ แŠฅแŠ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŒจแˆจแ‰ณแ‹Žแ‰ฝ แˆฒแ‹ˆแŒก แ‰ แ‰€แˆ‹แˆ‰แŠ“ แ‰  แ‰ตแŠฉแˆฑ แˆˆแˆ˜แˆ˜แˆแŠจแ‰ต แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠซแ‰ฝแŠ• แ‹ญแ‰€แˆ‹แ‰€แˆ‰แŠ•แข

๐Ÿ“ŒแŠฅแŠ•แ‹ฒแˆแˆ แˆˆแ‹ˆแ‹ณแŒ†แ‰ปแ‰น SHARE แ‰ แˆ›แˆจแŒ แŠ แ‹ณแˆญแˆฑ๐Ÿ‘‡

https://t.me/ETCONpWORK
โค4๐Ÿ™2
๐Ÿ‘‰Diagonal Reinforcement Bar in Open-Down Building Structures

๐Ÿ’ซDiagonal reinforcement bars are steel bars placed at an inclined (diagonal) angle in structural elements.

๐ŸšงIn open-down structures (such as buildings with open ground floors, soft storey, large openings, or stilt parking), these bars are very important for stability and earthquake resistance.

โ‡๏ธWhat is an Open-Down Structure?

โบAn open-down (soft storey) building has: Open ground floor (parking, shops, halls)
Fewer walls or columns at the lower level Reduced stiffness compared to upper floors
This makes the structure vulnerable to lateral loads (earthquake & wind).

๐Ÿ“Purpose of Diagonal Reinforcement Bars

โบDiagonal bars are mainly used to: Resist shear forces
Prevent diagonal cracking due to lateral loads
โบImprove seismic performance:-Act like a bracing system during earthquakes
โบControl cracking:-Especially around openings (doors, windows, soft storey)
โบIncrease ductility:-Helps structure deform safely without sudden failure

๐ŸทWhere Diagonal Bars Are Commonly Used

โบShear walls Masonry walls (around openings)
โบSoft storey / open ground floor
โบBeam-column joints Infill walls for seismic zones

๐ŸทHow They Work (Simple Explanation)

โšก๏ธWhen an earthquake pushes a building sideways:
โบOne diagonal bar works in tension
โบThe opposite diagonal resists compression
โบThis action distributes forces safely to the foundation

๐Ÿ”ฐTypical Arrangement

โบPlaced at 45ยฐโ€“60ยฐ angle
Anchored properly into beams, columns, or boundary elements
โบUsed in X-shape or single diagonal pattern
โบAccording to Codes (General) Required in seismic design codes (EBCS, IS, Eurocode, ACI)
โบMandatory for soft storey mitigation
โบBar diameter and spacing depend on structural design

๐Ÿ“œSimple Summary

Diagonal reinforcement bars strengthen open-down buildings by resisting shear, improving earthquake safety, and preventing sudden collapse.


@etconp
๐Ÿ‘7โค5
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

โ˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
      Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
     Dani Plaza
โค6
๐Ÿ‘‰Foundation masonry work

๐Ÿ’ซit is masonry construction (stone, brick, or block) built below or just above ground level as part of the building foundation system.

๐ŸšงIts main purpose is to safely transfer building loads to the soil and protect the structure.

โญ๏ธPurpose of Foundation Masonry Work

๐ŸŽฒ1. Load Transfer to Soil

โบFoundation masonry:
Receives loads from columns, walls, and beams Distributes these loads evenly to the footing and soil This prevents uneven settlement and structural cracks.

๐ŸŽฒ2. Raises Structure Above Ground Level

โบMasonry foundation walls or plinth walls: Lift the superstructure above natural ground Protect the building from surface water, moisture, and flooding

๐ŸŽฒ3. Protection Against Moisture & Soil Contact

โบFoundation masonry:Acts as a barrier between soil and upper structure Reduces dampness, termites, and soil chemicals from affecting walls
Often combined with DPC (Damp Proof Course) at plinth level.

๐ŸŽฒ4. Provides a Level & Strong Base

โบIt creates: A firm, level base for RCC columns or load-bearing walls
โบProper alignment and stability for the superstructure

๐ŸŽฒ5. Improves Durability & Strength

โบStone or block masonry foundations: Are durable and economical
โบResist compression forces very well
โบExtend the buildingโ€™s service life

๐ŸŽฒ6. Cost Efficiency (Especially Low-rise Buildings)

โบFor: Low-rise buildings Load-bearing structures
Masonry foundations are often cheaper than full RCC foundations.

๐ŸทCommon Types of Foundation Masonry

โ‡๏ธStone masonry foundation
โ‡๏ธBrick masonry foundation
โ‡๏ธBlock masonry foundation

๐Ÿ“œSummary

๐Ÿ“Foundation masonry work is essential to:

โบTransfer loads safely
โบProtect against moisture and soil effects
โบProvide a strong, durable, and level base
โบImprove structural safety and building life

@etconp
โค10๐Ÿ‘5๐Ÿ‘1๐Ÿ™1
๐Ÿ‘‰CALCULATION โ€“ Field Density Test (FDT)

๐Ÿ“œExample

โš–๏ธ Weight of sand used

= Weight of sand + cylinder before test โˆ’ Weight of sand + cylinder after test
= 8373 โˆ’ 2524
= 5849 g

๐Ÿ•ณ๏ธ Weight of sand in hole

= Weight of sand used โˆ’ Weight of sand in cone
= 5849 โˆ’ 1610
= 4239 g

๐Ÿ“ฆ Volume of hole

= Weight of sand in hole รท Bulk density of sand
= 4239 รท 1.344
= 3154 cc

๐Ÿชจ Weight of soil passing 19 mm sieve

= Weight of wet material โˆ’ Weight retained on 19 mm sieve
= 7263 โˆ’ 1350
= 5913 g

โš™๏ธ Bulk density of soil

= Weight of soil รท Volume of hole
= 5913 รท 3154
= 1.875 g/cc

๐Ÿ’ง Moisture content (Speedy Moisture Tester)

= 7.8 %

๐Ÿ“Š Field dry density

= Bulk density รท (1 + Moisture content รท 100)
= 1.875 รท (1 + 7.8 รท 100)
= 1.875 รท 1.078
= 1.74 g/cc

๐Ÿ“ˆ Percentage of compaction

= Field dry density รท Laboratory MDD ร— 100
= 1.74 รท 2.144 ร— 100
= 96.3 %

โœ… RESULT

๐Ÿ“Œ Field Dry Density = 1.74 g/cc
๐Ÿ“Œ Laboratory MDD = 2.144 g/cc
๐Ÿ“Œ Compaction Achieved = 96.3 %


๐ŸซตFor More Subscribe๐Ÿ‘‡

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@etconp
๐Ÿ‘11โค8๐Ÿ‘1
๐Ÿ‘‰แ‰ แŒจแˆจแ‰ณ แˆ‚แ‹ฐแ‰ต แ‹แˆตแŒฅ แŠ แŠ•แ‹ต แ‰ฅแ‰ป แ‰ฐแŒซแˆซแ‰ฝ แŠจแ‰ฐแˆณแ‰ฐแˆ แŠ แˆธแŠ“แŠ แˆ›แ‹ตแˆจแŒ แ‹ญแ‰ปแˆ‹แˆ?

โœ…แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แŠจแˆ†แА แŠ แˆธแŠ“แŠ แˆ›แ‹ตแˆจแŒ แ‰ แˆ…แŒ แˆŠแ‰ปแˆ แ‹ญแ‰ฝแˆ‹แˆแฃ
โœ… แАแŒˆแˆญ แŒแŠ• แ‹ญแˆ… แ‹จแˆšแŠจแŠ“แ‹ˆแАแ‹ แ‹จแŒจแˆจแ‰ณ แˆ‚แ‹ฐแ‰ฑ แ‰ แˆ™แˆ‰ แ‰ แŒแˆแŒฝแАแ‰ต แŠฅแŠ“ แ‰ แˆ…แŒ แˆ˜แˆ แˆจแ‰ต แŠจแ‰ฐแŠซแˆ„แ‹ฐ แŠฅแŠ“ แ‹จแ‰€แˆจแ‰ แ‹ แ‹จแ‹‹แŒ‹ แˆตแˆŒแ‰ต
     โžฃแ‰ฐแˆ˜แˆซแŒญแฃ
     โžฃแ‰ฅแ‰ แŠฅแŠ“
      โžฃแ‰ แ‰ฐแŒˆแ‰ขแ‹ แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŠญแˆแˆ แ‹แˆตแŒฅ แŠจแˆ†แА แ‰ฅแ‰ป แАแ‹แข

โญ๏ธแ‹ญแˆ…แŠ•แŠ• แˆˆแˆ˜แˆจแ‹ณแ‰ต แ‹จแˆšแŠจแ‰ฐแˆ‰แ‰ตแŠ• แАแŒฅแ‰ฆแ‰ฝ แˆ›แˆตแ‰ฐแ‹‹แˆ แŠ แˆตแˆแˆ‹แŒŠ แАแ‹แก

๐Ÿ“1. แ‹จแŒจแˆจแ‰ณแ‹ แˆ…แŒ‹แ‹Š แŠฅแŠ“ แˆฅแˆญแ‹“แ‰ณแ‹Š แˆ˜แˆ แˆจแ‰ต

โบแ‹จแˆ›แŠ•แŠ›แ‹แˆ แŒจแˆจแ‰ณ แ‹‹แŠ“ แ‹“แˆ‹แˆ› แ‰ฐแŒซแˆ›แˆช แ‹แ‹ตแ‹ตแˆญแŠ• แˆ›แˆแŒฃแ‰ต แŠฅแŠ“ แˆˆแŒแˆแŒˆแˆ› แ‰ฅแ‰ แ‹จแˆ†แŠ‘ แ‰ฅแ‹™ แ‰ฐแŒซแˆซแ‰พแ‰ฝแŠ• แˆ›แˆฐแ‰ฃแˆฐแ‰ฅ แАแ‹แข
โบ "แ‹จแˆ›แ‹ญแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แŒจแˆจแ‰ณแ‹Žแ‰ฝ" แ‹ˆแ‹ญแˆ "แˆ™แˆ‰ แ‰ แˆ™แˆ‰ แ‹ซแˆแ‰ฐแˆณแŠฉ แŒจแˆจแ‰ณแ‹Žแ‰ฝ" แ‰ แ‰ฅแ‹™ แ‹จแŒแ‹ฅ แˆตแˆญแ‹“แ‰ถแ‰ฝ แ‹แˆตแŒฅ แŠฅแŠ•แ‹ฐ แŠ แŠ•แ‹ต แŒ‰แ‹ณแ‹ญ แ‰ฐแ‹ฐแˆญแŒŽ แ‹ญแ‰†แŒ แˆซแˆแข แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แˆ˜แŠ–แˆฉ แ‹ญแˆ…แŠ•แŠ• แˆแŠ”แ‰ณ แ‹ซแˆตแŠจแ‰ตแˆ‹แˆแข

๐Ÿ“2. แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แˆฒแŠ–แˆญ แ‹จแŒจแˆจแ‰ณแ‹แŠ• แˆ‚แ‹ฐแ‰ต แˆˆแˆ˜แ‰€แŒ แˆ แ‹จแˆšแŠจแ‰ฐแˆ‰แ‰ต แˆ˜แˆŸแˆ‹แ‰ต แŠ แˆˆแ‰ฃแ‰ธแ‹แก-

โ‡๏ธแ‹จแŒจแˆจแ‰ณแ‹ แˆ›แˆตแ‰ณแ‹ˆแ‰‚แ‹ซ (Bid Invitation) แ‰ แ‰‚ แŒŠแ‹œ แŠฅแŠ“ แ‰ แ‰ฐแŒˆแ‰ขแ‹ แˆ˜แŠ•แŒˆแ‹ต แˆ˜แ‹ˆแŒฃแ‰ฑแก
โ‡๏ธแŒจแˆจแ‰ณแ‹ แ‰ แˆ•แ‹แ‰ฅ แ‰ฐแ‹ฐแˆซแˆฝ แ‹จแˆ†แŠ‘ แˆ˜แŒˆแŠ“แŠ›แ‹Žแ‰ฝ (แˆ›แˆˆแ‰ตแˆ แŒ‹แ‹œแŒฆแ‰ฝแฃ แ‹ตแˆจแŒˆแŒพแ‰ฝ) แˆ‹แ‹ญ แ‰ แ‰ฐแŒˆแ‰ขแ‹ แŒŠแ‹œ แŠฅแŠ•แ‹ฐแ‰ฐแˆˆแŒ แˆ แˆ›แˆจแŒ‹แŒˆแŒฅ แŠ แˆˆแ‰ แ‰ตแข
โ‡๏ธแ‹ญแˆ… แˆˆแˆแˆ‰แˆ แŠ แˆ˜แ‰บ แ‹จแˆ†แŠ‘ แ‰ฐแŒซแˆซแ‰พแ‰ฝ แ‹จแˆ˜แˆณแ‰ฐแ แŠฅแ‹ตแˆ แŠฅแŠ•แ‹ณแˆ‹แ‰ธแ‹ แˆˆแˆ›แˆจแŒ‹แŒˆแŒฅ แАแ‹แข
โ‡๏ธแ‹จแŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‹‹แŒ‹ แˆตแˆŒแ‰ต (Bid) แ‰ฐแˆ˜แˆซแŒญ แŠฅแŠ“ แŠขแŠฎแŠ–แˆšแ‹ซแ‹Š แˆ˜แˆ†แŠ‘แก แ‹จแ‰€แˆจแ‰ แ‹ แ‹‹แŒ‹ แ‰ แŒจแˆจแ‰ณแ‹ แˆฐแАแ‹ต แ‹แˆตแŒฅ แ‰ แ‰ฐแŒˆแˆˆแŒธแ‹ แ‰ แŒ€แ‰ต แ‹ˆแ‹ญแˆ แ‰ แŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แˆ›แˆˆแ‰ต แ‹ญแ‰ปแˆ‹แˆ แ‰ แˆšแŒˆแˆ˜แ‰ต แ‹จแ‹‹แŒ‹ แŠญแˆแˆ แ‹แˆตแŒฅ แˆ˜แˆ†แŠ• แŠ แˆˆแ‰ แ‰ตแข

๐Ÿ”ฐแŠจแˆ˜แŒ แŠ• แ‰ แˆ‹แ‹ญ แŠจแ แ‹ซแˆˆ แ‹‹แŒ‹ แˆ˜แŒ แ‹จแ‰… แ‰ฝแŒแˆญ แˆŠแˆแŒฅแˆญ แ‹ญแ‰ฝแˆ‹แˆแข
๐Ÿ”ฐแ‹จแ‰ฐแŒซแˆซแ‰น แ‹จแ‰ฅแ‰ƒแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ (Responsiveness and Responsibility)แก แŠ แŠ•แ‹ต แ‰ฅแ‰ แ‰ฐแŒซแˆซแ‰ฝ แˆ˜แˆ†แŠ‘แŠ• แˆ›แˆˆแ‰ตแˆ แˆแˆ‰แŠ•แˆ แ‹จแŒจแˆจแ‰ณ แˆ˜แˆตแˆแˆญแ‰ถแ‰ฝ แŠฅแŠ•แ‹ฐแˆšแ‹ซแˆŸแˆ‹ แŠฅแŠ“ แˆฅแˆซแ‹แŠ• แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แ‹จแˆšแ‹ซแˆตแˆแˆแŒˆแ‹แŠ• แ‰ดแŠญแŠ’แŠซแˆแฃ แ‹แ‹ญแŠ“แŠ•แˆปแˆ แŠฅแŠ“ แˆ…แŒ‹แ‹Š แŠ แ‰…แˆ แŠฅแŠ•แ‹ณแˆˆแ‹ แˆ›แˆจแŒ‹แŒˆแŒฅ แŠ แˆˆแ‰ แ‰ตแข
๐Ÿ”ฐแ‹จแŒแ‹ขแ‹ แŠฎแˆšแ‰ด/แŠ แŠซแˆ แ‹แˆณแŠ”แก แ‰ แˆ˜แŒจแˆจแˆป แˆ‹แ‹ญแฃ แŒจแˆจแ‰ณแ‹แŠ• แ‹จแˆšแ‹ซแˆตแ‰ฐแ‹ณแ‹ตแˆจแ‹ แŠฎแˆšแ‰ด แ‹ˆแ‹ญแˆ แŠ แŠซแˆ แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แˆ†แŠ– แ‹จแ‰€แˆจแ‰ แ‹แŠ• แ‹จแ‹‹แŒ‹ แˆตแˆŒแ‰ต แ‹จแˆ˜แ‰€แ‰ แˆ แ‹ˆแ‹ญแˆ แ‹จแˆ˜แŒแ‰ฃแ‰ฃแ‰ต แ‹แˆณแŠ” แˆ›แˆณแˆˆแŒฅ แŠ แˆˆแ‰ แ‰ตแข
๐Ÿ”ฐแ‹ญแˆ… แ‹แˆณแŠ” แ‰ฅแ‹™แ‹แŠ• แŒŠแ‹œ แŠจแˆ‹แ‹ญ แŠจแ‰ฐแŒ แ‰€แˆฑแ‰ต แˆ˜แˆตแˆแˆญแ‰ถแ‰ฝ แŒ‹แˆญ แ‰ แˆ›แŒˆแŠ“แŠ˜แ‰ต แ‹ญแ‹ˆแˆฐแ‹ณแˆแข

๐Ÿ“3. แ‹จแˆšแŠจแ‰ฐแˆ‰แ‰ต แˆแŠ”แ‰ณแ‹Žแ‰ฝ แˆŠแŠ–แˆฉ แ‹ญแ‰ฝแˆ‹แˆ‰

โบแŒจแˆจแ‰ณแ‹ แˆ˜แ‹แŒ‹แ‰ต แŠฅแŠ“ แŠฅแŠ•แ‹ฐแŒˆแŠ“ แˆ˜แ‰…แˆจแ‰ฅแก แ‹จแŒแ‹ขแ‹ แŠ แŠซแˆ แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แˆตแˆ‹แˆˆ แ‹ˆแ‹ญแˆ แ‹จแ‰€แˆจแ‰ แ‹ แ‹‹แŒ‹ แŠจแˆ˜แŒ แŠ• แ‰ แˆ‹แ‹ญ แŠจแ แ‰ฅแˆŽ แˆตแˆ‹แŒˆแŠ˜ แŒจแˆจแ‰ณแ‹แŠ• แˆ™แˆ‰ แ‰ แˆ™แˆ‰ แŠฅแŠ•แ‹ฐแˆ›แ‹ญแˆ˜แˆˆแŠจแ‰ต แˆŠแ‹ˆแˆตแŠ• แ‹ญแ‰ฝแˆ‹แˆแข
โบแ‰ แ‹šแˆ… แˆแŠ”แ‰ณ แŒจแˆจแ‰ณแ‹ แ‹ญแ‰ณแŒ แแŠ“  แŠฅแŠ“ แŠฅแŠ•แ‹ฐแŒˆแŠ“ แ‰ แ‰ฐแˆปแˆˆ แˆ›แˆตแ‰ฐแ‹‹แ‹ˆแ‰‚แ‹ซ แŠฅแŠ“ แ‰ แˆ›แˆณแˆฐแ‰ขแ‹ซ แˆŠแ‰€แˆญแ‰ฅ แ‹ญแ‰ฝแˆ‹แˆแข
โบแŠจแŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แŒ‹แˆญ แ‰ แ‰€แŒฅแ‰ณ แ‹ตแˆญแ‹ตแˆญ (Direct Negotiation)แก แ‰ แŠ แŠ•แ‹ณแŠ•แ‹ต แˆตแˆญแ‹“แ‰ถแ‰ฝแฃ แŠ แŠ•แ‹ต แ‰ฐแŒซแˆซแ‰ฝ แ‰ฅแ‰ป แŠจแ‰€แˆจแ‰  แ‰ แŠ‹แˆ‹แฃ แ‹จแŒแ‹ขแ‹ แŠ แŠซแˆ แŠจแ‹šแ‹ซ แ‰ฐแŒซแˆซแ‰ฝ แŒ‹แˆญ แ‰ แ‰€แŒฅแ‰ณ แˆˆแˆ˜แ‹ตแˆญแˆต แ‹แˆณแŠ” แˆŠแˆฐแŒฅ แ‹ญแ‰ฝแˆ‹แˆแข
โบแ‹ญแˆ… แˆ‚แ‹ฐแ‰ต แŒแŠ• แ‰ แŒฃแˆ แŒฅแ‰ฅแ‰… แ‹จแˆ†แŠ‘ แˆ…แŒŽแ‰ฝ แ‹แˆตแŒฅ แАแ‹ แŠฅแŠ“ แ‰ แŒแˆแŒฝแАแ‰ต แˆ˜แˆ แˆจแ‰ต แˆ˜แŠจแŠ“แ‹ˆแŠ• แŠ แˆˆแ‰ แ‰ตแข

๐Ÿทแˆˆแˆตแˆซ แ‰…แŒฅแˆญ แŠฅแŠ“ แŒจแˆจแ‰ณแ‹Žแ‰ฝ๐Ÿ‘‡

https://t.me/ETCONpWORK

@etconp
โค8๐Ÿ‘Œ1
3084. When the two columns are so close to each other that their individual footing would overlap then which type of footing is provided?
Anonymous Quiz
18%
(a) Strap Footing
69%
(b) Combined footing
11%
(c) Raft Footing
1%
(d) Grillage Footing
โค8๐Ÿ‘1
3083. The method used for studying of horizontal changes in the sub-soil is
Anonymous Quiz
20%
(a) Resistive soundings
27%
(b) Resistive mapping
21%
(c) Mean resistivity
31%
(d) Critical distance
๐Ÿ‘4โค1
3080. How is the fineness of cement measured?
Anonymous Quiz
22%
(a) Volume/Mass
55%
(b) Mass/Volume
14%
(c) Mass/Area
9%
(d) Area/Mass
โค5๐Ÿ™3
3074. S etting time of cement decrease by reducing
Anonymous Quiz
35%
(a) gypsum
28%
(b) calcium chloride
26%
(c) hydrogen peroxide
11%
(d) sodium oxide
๐Ÿ‘5
3055. Process of taking levels on each side of a main line at right angles to that line is called
Anonymous Quiz
22%
(a) Differential levelling
40%
(b) Cross-section levelling
30%
(c) Profile levelling
9%
(d) Reciprocal levelling
โค5
3039. Which line is perpendicular to the horizontal surface?
Anonymous Quiz
12%
(a) Level line
13%
(b) Horizontal line
20%
(c) Datum line
55%
(d) Vertical line
๐Ÿ”ฅ3๐Ÿ‘2
2975. A basic type of failure at a finite slope may occur due to
Anonymous Quiz
46%
(a) Slope failure and Base failure
25%
(b) Toe failure
6%
(c) None of the mentioned
23%
(d) All of the mentioned
๐Ÿ‘Œ5โค2
2973. A long natural slope of cohesion-less soil is inclined at 12ยฐ to the horizontal. What will be the factor of safety of the slope if ฯ† = 30ยฐ?
Anonymous Quiz
28%
(a) 1.6
38%
(b) 2.7
20%
(c) 0.13
13%
(d) 0.4
๐Ÿ‘4โค1
2972. If the soil properties for all identical depths below the surface are constant, it is a
Anonymous Quiz
38%
(a) Finite slope
24%
(b) Infinite slope
20%
(c) Planar failure surface
18%
(d) All of the mentioned
๐Ÿ™3
2959. Compaction is a process in which change in volume due to
Anonymous Quiz
9%
(a) Remove of Water
48%
(b) Remove of Air
4%
(c) Remove of Soil Particles
39%
(d) All of the Above
๐Ÿ‘3โค2