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","thumbnailUrl":"1007-2284-2025--9-171/thumbnail/16E364C5-3D07-4759-BC74-1BA81AAA608C-F009.jpg"},{"captionCn":"导洞开挖完成后应变能分布特征 ","magId":"019690b7-63c5-43c9-9d15-e28ed9ec8595","labelCn":"图10","pptUrl":"1007-2284-2025--9-171/16E364C5-3D07-4759-BC74-1BA81AAA608C-F010.jpg.ppt","labelEn":"Fig.10","figUrl":"1007-2284-2025--9-171/16E364C5-3D07-4759-BC74-1BA81AAA608C-F010.jpg","titleEn":"Fig.10 Characteristics of stress energy distribution after completion of pilot tunnel excavation","titleCn":"图10 导洞开挖完成后应变能分布特征","id":"F10","captionEn":"Characteristics of stress energy distribution after completion of pilot tunnel excavation ","thumbnailUrl":"1007-2284-2025--9-171/thumbnail/16E364C5-3D07-4759-BC74-1BA81AAA608C-F010.jpg"},{"captionCn":"导洞段TBM扩挖 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Mechanism of Strain Energy Adjustment of Surrounding Rock Under Deep-Buried Diversion Drilling and Blasting Pilot Tunnel

ZHANG Xiang-yu, YAN Peng, XU Meng-yu, YU Hao, LI Yi-man, WU Jia-yao, ZHU Yong-sheng, LIU Xiao

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China Rural Water and Hydropower ›› 2025 ›› (9) : 171-176. DOI: 10.12396/znsd.241628

Mechanism of Strain Energy Adjustment of Surrounding Rock Under Deep-Buried Diversion Drilling and Blasting Pilot Tunnel

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2024-10-21 2025-01-09 2025-09-15
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