立坑と横坑を連続して掘進するシールド施工の地盤に与える影響の考察
書誌事項
- タイトル別名
-
- A STUDY ON THE EFFECTS OF EXCAVATING VERTICAL SHAFT BY THE VERTICAL-HORIZONTAL CONTINUOUS SHIELD TUNNELING METHOD ON THE GROUND
説明
A shield tunnelling method which permits continuous excavation of a vertical shaft and a main tunnel to considerable depths is beginning to be introduced in the Metropolitan area.<BR>This is a study on coupled FEM analysis performed to investigate the effects of shaft excavation on the mechanical and hydraulic properties of the ground that vary between the said method and conventional techniques, most typically the pneumatic caisson metod. The analysis revealed that the method prevents shear strains due to main tunnel excavation from concentrating in shaft-main tunnel junctions, and thereby decreases a likelihood of local stress concentrations occurring in these sections.
収録刊行物
-
- トンネル工学研究発表会論文・報告集
-
トンネル工学研究発表会論文・報告集 6 63-70, 1996
公益社団法人 土木学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390282680378711552
-
- NII論文ID
- 130004128747
-
- ISSN
- 18849091
-
- データソース種別
-
- JaLC
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可
