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Response law of rock-cutterhead interaction in intact sandstone through TBM tunnelling test

Weiqiang Xie Xiaoli Liu Caifeng Zhang Xiaoxiong Zhou Jian Chen

地下空间（英文）2026，Vol.26Issue(1)：152-174,23.

地下空间（英文）2026，Vol.26Issue(1)：152-174,23.DOI:10.1016/j.undsp.2025.06.006

Response law of rock-cutterhead interaction in intact sandstone through TBM tunnelling test

Weiqiang Xie ¹Xiaoli Liu ¹Caifeng Zhang ²Xiaoxiong Zhou ³Jian Chen⁴

作者信息

1. State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China||Yunlong Lake Laboratory of Deep Underground Science and Engineering,Xuzhou 221000,China
2. State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China
3. State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China||School of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,China
4. Rugao Yuanye Survey Machinery Factory,Rugao 226531,China
折叠

摘要

关键词

Tunnel boring machine/Rock-cutterhead interaction/Tunnelling test platform/Sandstone

Key words

Tunnel boring machine/Rock-cutterhead interaction/Tunnelling test platform/Sandstone

引用本文复制引用

Weiqiang Xie,Xiaoli Liu,Caifeng Zhang,Xiaoxiong Zhou,Jian Chen..Response law of rock-cutterhead interaction in intact sandstone through TBM tunnelling test[J].地下空间（英文）,2026,26(1):152-174,23.

基金项目

The authors would like to thank the Yunlong Lake Lab-oratory of Deep Underground Science and Engineering(Grant No.104023005),the National Natural Science Foundation of China(Grant No.52308403),and the State Key Laboratory of Hydroscience and Engineering(Grant Nos.sklhse-TD-2024-D02 and sklhse-2024-D-04)for funding provided to this work. （Grant No.104023005）

地下空间（英文）

ISSN：2096-2754

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