Abstract
References
2.신영완, 사공명 (2007), “벽체형상비의 영향을 합리적으로 고려한 원형수직구 벽체에 작용하는 토압산정방법”, 터널기술, 한국터널공학회 논문집, 제9권, 제2호, pp. 143-155. 3.이인모, 문홍표, 이대수, 김경렬, 조만섭 (2007), “다층지반에서의 아칭현상에 의한 수직갱 토압”, 터널기술, 한국터널공학회 논문집, 제9권, 제1호, pp. 49-62. 5.Coulomb, C. A. (1776), “Essai sur une application des regles des maximis et minimis a quelquels problemesde statique relatifs”, a la architecture. Mem. Acad. Roy. Div. Sav., Vol. 7, pp. 343–387. 6.Handy, R. L. (1985), “The arch in soil arching”, Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 3, pp. 302-318. 7.Harrop-Williams, K. O. (1989), “Geostatic wall pressure”, J. of Geotech. Engrg., ASCE, Vol. 115, No. 9, pp. 1321-1325. 8.Paik, K. H. and Salgado, R. (2003), “Estimation of active earth pressure against rigid retaining walls considering arching effects. Geotechnique”, Vol. 53, No. 7, pp. 643-653. 9.Prater, E. G. (1977), “An examination of some theories of earth pressure on shaft linings”, Canadian Geo-technical Journal, Vol. 14, No. 1, pp. 91-106.
Information
- Publisher :Korean Tunneling and Underground Space Association
- Publisher(Ko) :한국터널지하공간학회
- Journal Title :Journal of Korean Tunnelling and Underground Space Association
- Journal Title(Ko) :한국터널지하공간학회 논문집
- Volume : 11
- No :2
- Pages :117-129
- Received Date : 2009-04-22
- Revised Date : 2009-04-30
- Accepted Date : 2009-04-30


Journal of Korean Tunnelling and Underground Space Association







