Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2004.03b
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- Pages.538-543
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- 2004
Evaluation of the Reinforcing Effect on Shallow Foundation by Micropiles
Micropile에 의한 얕은기초의 보강효과
- Jeang, Jae-Young (Dept. of Civil ＆ Einviron. Eng., Dankook Univ.) ;
- Bae, Kyung-Tae (Dept. of Civil ＆ Einviron. Eng., Dankook Univ.) ;
-
Park, Seong-Wan
(Dept. of Civil ＆ Einviron. Eng., Dankook Univ.)
;
- Lee, Chong-Kyu (Dept. of Civil ＆ Einviron. Eng., Dankook Univ.)
- Published : 2004.03.25
Abstract
Micropile has been widely used for reinforcing general grounds, improving slope stability and structural foundations. However, a need still exists for evaluating the effects of inclined micropiles on shallow foundations in Korea. In this paper, numerical analyses were presented to evaluate settlement characteristics on shallow foundations reinforced by micropiles and the effects of inclined micropiles under various conditions such as the installation position, installation angle, hardness(diameter), and grouting type. In addition, this paper reports trends of effectiveness and efficiency of using inclined micropiles on shallow foundations under specified conditions.