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한국지반공학회 / v.13, no.5, 1997년, pp.19-34 
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안정사면에 인접한 옹벽에 작용하는 수평토압
( Lateral Pressure on Retaining Wall Close to Stable Slope ) |
| 정성교;정진교;이만렬; 동아대학교 공과대학 토목공학과;부산전문대학 토목과 동아대학교 건설기술연구소 특별연구원;;
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| 초 록 |
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| Classical earth pressure theories normally assume that ground condition remains uniform for considerable distance from the wall, and that the movement of the wall is enough to result in the development of an active pressure distribution. In the case of many low gravity walls in cut, constructed, for example, by using gabions or cribs, this is not commonly the case. In strong ground a steep temporary face will be excavated for reasons of economy, and a thin wedge of backfill will be placed behind the wall following its construetion. A designer then has the difficulty of selecting appropriate soil parameters and a reasonable method of calculating the earth pressure on the w리1. This paper starts by reviewing the existing solutions applicable to such geometry. A new silo and a wedge methods are developed for static and dynamic cases, and the results obtained from these are compared with two experimental results which more correctly mod el the geometry and strength of the wall, the fill, and the soil condition. Conclusions are drawn concerning both the magnitute and distribution of earth pressures to be supported by such walls. |
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| 키워드 |
| Lateral pressure;Modified silo theory;Modified wedge theory;Backfilledthin wedge; |
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한국지반공학회지:지반 / v.13, no.5, 1997년, pp.19-34
한국지반공학회
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199711920447600)
언어 : 한국어 |
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| 논문 제공 : KISTI 한국과학기술정보연구원 |
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