The Stability Study on Leaned-back Retaining Wall with Different Inclination of Base Slab
碩士 === 國立中興大學 === 土木工程學系所 === 105 === Abstract The retaining wall provides stability behind the hillside and prevents glide or falls during soil digs. Most of the damage to the retaining wall is from soil sliding or landslip behind the wall, situations more commonly seen in the development of th...
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| Format: | Others |
| Language: | zh-TW |
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2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/55891864846294921050 |
| Summary: | 碩士 === 國立中興大學 === 土木工程學系所 === 105 === Abstract
The retaining wall provides stability behind the hillside and prevents glide or falls during soil digs. Most of the damage to the retaining wall is from soil sliding or landslip behind the wall, situations more commonly seen in the development of the hillside community and mountain roads. Nowadays, common engineering techniques improve anti-skid ability of the retaining wall include shear tenon or micro-piles in the bottom of the wall. In this thesis, we analyzed the stability study on leaned-back retaining walls with different inclination of base slab in hope to provide practical information for related engineering units.
We studied the stability study on leaned-back retaining walls with different inclination of base slab with traditional engineering calculations and PLAXIS 2D finite element program, particularly in the anti-skid discussion.
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