Current Research on Agriculture and Life Sciences
- 제7권
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- Pages.67-71
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- 1989
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- 2287-271X(pISSN)
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- 2288-0356(eISSN)
Geotextile에 의한 지반(地盤)에 지지력(支持力) 보강(補強)
Reinforcement on Bearing Capacity of Foundation with Geotextile
- Kwon, Moo Nam (Dept. of Agric. Engg., Coll. of Agric., Kyungpook Natl. Univ.) ;
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Lee, Sang Ho
(Dept. of Agric. Engg., Coll. of Agric., Kyungpook Natl. Univ.) ;
- Lee, Il Keun (Agricultural Development Corporation)
- 발행 : 1989.12.30
초록
Plate-Penetrometer를 사용(使用)하여 Gedtextile로 보강된 지반(地盤)의 지지력(支持力) 상승효과(上昇效果)를 고찰(考察)한 결과(結果) 다음과 같은 결론(結論)을 얻었다. 1. Geotextile의 포설층수(鋪設層數)를 3층(層)까지 증가(增加)하는 동안 BCR은 증가(增加)하였으나 그 이상(以上)의 포설층수(鋪設層數)에 대한 BCR의 증가효과(增加效果)는 거의 없는 것으로 나타났다. 2. U/D가 증가(增加)함에 따라 BCR은 감소(減少)하였으나 U/D가 0.8이상(以上)에서는 BCR의 변화(變化)가 거의 없는 것으로 나타났다. 3.
To consider improvement effect of the bearing capacity and economical efficiency in using the geotextile, on foundation reinforced with the geotextile, several experiments accomplished by the plate-penetrometer on a model foundation. The results obtained are as follows : 1. It appears that the BCR is increased steeply only to 3 layers of the geotextile but nearly isn't more than 3 layers. 2. It appears that the BCR is increased during the U/D's increment but the variations of it nearly isn't more than U/D=0.8. 3. It appears that the BCR is increased steeply to the value of
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