A Study on the Interaction between Ground and Lining around the Tunnel Face
A Study on the Interaction between Ground and Lining around the Tunnel Face
批准号:
07555155
负责人:
TAMURA Takeshi
金额:
$2.43万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1996
中文摘要
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英文摘要
(1) The interaction between the ground and the tunnel support is essential for the stability of the tunnel.(2) The subgrade reaction makes the bending moment of the tunnel lining arch small.(3) Even the thinner lining is able to supprt the surrounding ground if no buckling occurs.(4) The thicker lining is more likely to show the bending failure due to the bending moment.(5) Even if the concrete lining breaks due to the bending moment, the whole structure of lining can keep stability as long as the ground reaction is expected to some extent.These results were extracted by assuming a simple mechanical model of tunnelling without any consideration of the construction process. It is required to refine the above statements from the view points of more practical methods as well as the laboratory testing.
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田村 武: "動的な効果を考慮した落とし戸土圧について" 第1回都市直下地震災害総合シンポジウム論文集. 149‐150 (1996)
田村武:“关于考虑动力效应的活板门土压力”第一届城市内陆地震灾害综合研讨会论文集149-150(1996)。
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田村 武: "剛棒-パネモデルによるNATMの支保機構に関する研究" 地盤工学研究発表会講演集. 32(予定). (1997)
Takeshi Tamura:“使用刚性板模型的NATM支撑机制研究”岩土工程研究会议讲座集32(预定)。
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T. Adachi: "Excavation of Tunnel in Rock with High Pressured Gas" Colloquium “Chalk and Shales". 2.2.1-2.2.6 (1995)
T. Adachi:“用高压气体在岩石中开挖隧道”座谈会“白垩和页岩”2.2.1-2.2.6 (1995)。
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田村 武: "シールドセグメントの疑似3次元解析" 地盤工学研究発表会講演集. 32(予定). (1997)
Takeshi Tamura:“盾构段的伪 3D 分析”岩土工程研究论文集 32(预定)。
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Tamura: "A rigid-plastic analysis for granular materials" Soild and Foundations. 36-3. 113-121 (1996)
Tamura:“颗粒材料的硬塑性分析”《土壤和基础》。
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