현장계측과 수치해석을 이용한 가설 흙막이 구조물의 변형특성 연구

Deformation Behaviors of Temporary Tieback Wall during Excavation Works

  • 발행 : 1995.09.01

초록

During excavation works for underground facilities, temporary tieback wall with earth anchor system was investigated for safety's sake. An excavation 9.7 meter deep was monitored by slope inclinometer in twelve measuring points. Instrumented lateral displacements of the wall during 177 days are represented. Especially, lateral displacements of the two positions under completely different condition are compared to investigate the effect of backfilling between soldier pile and the soil behind wall. The deformation behaviors of the wall according to both depth and elasped time are discussed. Finally, a numerical analysis by the program FLAC was performed, and calculated displacements are compared to measured ones.

키워드

참고문헌

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