Lesson 38. Impact of Underground Concrete Pipe on Footing Behavior Using PLAXIS 3D

  ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 306

GeoStruct Academy

GeoStruct Academy

ะšาฏะฝ ะฑาฑั€ั‹ะฝ

๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐’๐ก๐š๐ฅ๐ฅ๐จ๐ฐ ๐…๐จ๐ฎ๐ง๐๐š๐ญ๐ข๐จ๐ง ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž: ๐…๐ซ๐จ๐ฆ ๐“๐ก๐ž๐จ๐ซ๐ฒ ๐ญ๐จ ๐๐ซ๐š๐œ๐ญ๐ข๐œ๐ž:
In this lesson, the simulation of an underground concrete pipe below an isolated shallow foundation is explained, along with its impact on the bearing capacity of the footing. The process of setting up the model and analyzing the results using PLAXIS 3D is described in detail. All necessary steps to conduct the simulation in PLAXIS 3D are thoroughly outlined.
๐“๐จ ๐ซ๐ž๐ ๐ข๐ฌ๐ญ๐ž๐ซ ๐Ÿ๐จ๐ซ ๐ญ๐ก๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž ๐š๐ง๐ ๐ ๐ž๐ญ ๐Ÿ๐ฎ๐ฅ๐ฅ ๐š๐œ๐œ๐ž๐ฌ๐ฌ, ๐ฉ๐ฅ๐ž๐š๐ฌ๐ž ๐œ๐จ๐ง๐ญ๐š๐œ๐ญ ๐ฎ๐ฌ ๐š๐ญ:
๐„๐ฆ๐š๐ข๐ฅ: ๐ ๐ž๐จ๐ญ๐ž๐œ๐ก๐ง๐ข๐œ๐š๐ฅ.๐š๐œ๐š๐๐ž๐ฆ๐ฒ@๐ ๐ฆ๐š๐ข๐ฅ.๐œ๐จ๐ฆ
๐–๐ก๐š๐ญ๐ฌ๐€๐ฉ๐ฉ: +๐Ÿ—๐ŸŽ ๐Ÿ“๐Ÿ‘๐Ÿ– ๐Ÿ”๐Ÿ”๐ŸŽ ๐Ÿ๐Ÿ’๐Ÿ๐Ÿ–
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž
๐‹๐ž๐š๐ซ๐ง ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐จ๐ง๐ฅ๐ข๐ง๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ซ๐š๐ข๐ง๐ข๐ง๐ 
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ฎ๐ญ๐จ๐ซ๐ข๐š๐ฅ
๐๐‹๐€๐—๐ˆ๐’ ๐ฌ๐จ๐Ÿ๐ญ๐ฐ๐š๐ซ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž
๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ž๐œ๐ก๐ง๐ข๐ช๐ฎ๐ž๐ฌ
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐Ÿ๐จ๐ซ ๐›๐ž๐ ๐ข๐ง๐ง๐ž๐ซ๐ฌ
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐œ๐ž๐ซ๐ญ๐ข๐Ÿ๐ข๐œ๐š๐ญ๐ข๐จ๐ง
๐๐ž๐ฌ๐ญ ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ฆ๐จ๐๐ž๐ฅ๐ข๐ง๐ 
๐๐‹๐€๐—๐ˆ๐’ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž: ๐…๐ซ๐จ๐ฆ ๐๐ž๐ ๐ข๐ง๐ง๐ž๐ซ ๐ญ๐จ ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‹๐ž๐ฏ๐ž๐ฅ๐ฌ

ะŸั–ะบั–ั€ะปะตั€
Lesson 39. Estimation Factor of Safety (FS) of 3D Slope Using PLAXIS 3D
22:34
GeoStruct Academy
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 674
Lesson 46. Simulation of Full-Scale 5-Story Building Considering SSI Using PLAXIS 3D
18:28
GeoStruct Academy
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 846
1ะžะจะ‘ ะ”ะฐ ะ’ั–ะฝั‡ั– ะฝะฐะฒั‡ะฐะฝะฝั
00:14
AIRSOFT BALAN
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 6 ะœะ›ะ
Dad Makes Daughter Clean Up Spilled Chips #shorts
00:16
Fabiosa Stories
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 8 ะœะ›ะ
Introduction to PLAXIS 2D  Concepts and Structural Elements Part 10 Structural Elements Part 2
23:40
ITZMTASH
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 8 ะœ.
PLAXIS: Tutorial -07: Simulation of Pile Load Test in Compression
21:19
puttatt jayarajan
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 4,7 ะœ.
The Hidden Engineering of Landfills
17:04
Practical Engineering
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 3 ะœะ›ะ
Lesson 51. Foundation on Soft Clay Reinforced with Geogrid-Encased Stone Columns Using PLAXIS 3D
29:40
GeoStruct Academy
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 560
PLAXIS: Tutorial -10: Analysis of Laterally  Loaded Piles
22:40
puttatt jayarajan
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 4,8 ะœ.
3D Gaussian Splatting! - Computerphile
17:40
Computerphile
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 134 ะœ.
Types of Pile Foundation
5:49
Civil Engineering
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 212 ะœ.
CFD Analysis on Bus/Vehicle/CAR using ANSYS Fluent | Lift, Drag, Coefficient of Lift and Drag
26:38
CAD Guru | Girish M
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 17 ะœ.
1ะžะจะ‘ ะ”ะฐ ะ’ั–ะฝั‡ั– ะฝะฐะฒั‡ะฐะฝะฝั
00:14
AIRSOFT BALAN
ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 6 ะœะ›ะ