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ArticleJ-GLOBAL ID:200902001925217598整理番号:88A0252282

土被りが非常に小さい地山における逆解析手法によるトンネル掘削時の安定性の評価

Stability assessment by means of back analysis procedure for the ground surrounding tunnel in the very shallow overburden.

著者:進士正人(応用地質)、近藤達敏(応用地質)、吉田進一(応用地質)
資料名:岩盤力学に関するシンポジウム講演論文集 巻:20th ページ:279-283
発行年:1988年
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