Abstract
既設構造物等に近接した深い掘削において, 土留め壁の水平変位および周辺地盤における地表面沈下等がどの程度発生するかを影響解析するために土の構成則を考慮した数値解析などが行われるが, より簡便な手法による変位の概略値推定も望まれている。本論文では, 既往計測結果等をもとに地盤および施工条件を勘案した係数の相関から, 深い掘削における地下連続壁の最大水平変位を簡便に推定する手法を提案する.
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