๋ณธ๋ฌธ ๋ฐ”๋กœ๊ฐ€๊ธฐ
์˜์–ด

๐Ÿ—๏ธ ์˜ค๋Š˜์˜ ๊ฑด์„ค ์˜์–ด (2025๋…„ 10์›” 16์ผ · ๋ชฉ์š”์ผ)

by LTS1107 2025. 10. 16.
๋ฐ˜์‘ํ˜•

๐Ÿ—๏ธ ์˜ค๋Š˜์˜ ํ‘œํ˜„ 1

The pile head must be cut to the designed level.

๋ง๋š ๋‘๋ถ€๋Š” ์„ค๊ณ„๊ณ ๊นŒ์ง€ ์ ˆ๋‹จํ•ด์•ผ ํ•ฉ๋‹ˆ๋‹ค.

๐Ÿ’ก ์ฃผ์š” ๋‹จ์–ด

  • pile head: ๋ง๋š ๋‘๋ถ€
  • designed level: ์„ค๊ณ„๊ณ 
  • cut to: ~๊นŒ์ง€ ์ ˆ๋‹จํ•˜๋‹ค

๐Ÿ—๏ธ ์˜ค๋Š˜์˜ ํ‘œํ˜„ 2

We installed strain gauges to monitor the load distribution.

ํ•˜์ค‘ ๋ถ„ํฌ๋ฅผ ๋ชจ๋‹ˆํ„ฐ๋งํ•˜๊ธฐ ์œ„ํ•ด ๋ณ€ํ˜•๋ฅ ๊ณ„๋ฅผ ์„ค์น˜ํ–ˆ์Šต๋‹ˆ๋‹ค.

๐Ÿ’ก ์ฃผ์š” ๋‹จ์–ด

  • strain gauge: ๋ณ€ํ˜•๋ฅ ๊ณ„
  • monitor: ๋ชจ๋‹ˆํ„ฐ๋งํ•˜๋‹ค
  • load distribution: ํ•˜์ค‘ ๋ถ„ํฌ

๐Ÿ—๏ธ ์˜ค๋Š˜์˜ ํ‘œํ˜„ 3

Groundwater level rose rapidly after heavy rainfall.

์ง‘์ค‘ํ˜ธ์šฐ ํ›„ ์ง€ํ•˜์ˆ˜์œ„๊ฐ€ ๊ธ‰๊ฒฉํžˆ ์ƒ์Šนํ–ˆ์Šต๋‹ˆ๋‹ค.

๐Ÿ’ก ์ฃผ์š” ๋‹จ์–ด

  • groundwater level: ์ง€ํ•˜์ˆ˜์œ„
  • rose: ์ƒ์Šนํ–ˆ๋‹ค (rise์˜ ๊ณผ๊ฑฐํ˜•)
  • heavy rainfall: ์ง‘์ค‘ํ˜ธ์šฐ

๐Ÿ—๏ธ ์˜ค๋Š˜์˜ ํ‘œํ˜„ 4

The excavation depth exceeded the safety limit.

๊ตด์ฐฉ ๊นŠ์ด๊ฐ€ ์•ˆ์ „ ํ•œ๊ณ„๋ฅผ ์ดˆ๊ณผํ–ˆ์Šต๋‹ˆ๋‹ค.

๐Ÿ’ก ์ฃผ์š” ๋‹จ์–ด

  • excavation depth: ๊ตด์ฐฉ ๊นŠ์ด
  • exceed: ์ดˆ๊ณผํ•˜๋‹ค
  • safety limit: ์•ˆ์ „ ํ•œ๊ณ„

๐Ÿ’ฌ ์˜ค๋Š˜์˜ ๋Œ€ํ™”

A: Is the retaining wall stable after the excavation?
B: Yes, but we’ll add more struts for safety.

A: ๊ตด์ฐฉ ํ›„ ์˜น๋ฒฝ์€ ์•ˆ์ •์ ์ธ๊ฐ€์š”?
B: ๋„ค, ํ•˜์ง€๋งŒ ์•ˆ์ „์„ ์œ„ํ•ด ๋ฒ„ํŒ€๋ณด๋ฅผ ๋” ์„ค์น˜ํ•  ์˜ˆ์ •์ž…๋‹ˆ๋‹ค.

๐Ÿ’ก ์ฃผ์š” ๋‹จ์–ด

  • retaining wall: ์˜น๋ฒฝ
  • stable: ์•ˆ์ •์ ์ธ
  • strut: ๋ฒ„ํŒ€๋ณด

 

๋ฐ˜์‘ํ˜•