爆破施工對邊坡穩(wěn)定性影響的研究

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【摘    要】：為了解決隧道爆破開挖成洞過程中爆破荷載對隧址區(qū)邊坡穩(wěn)定性的影響，基于數(shù)值模擬方法對某工程邊坡僅在重力荷載下的穩(wěn)定性作出初判，進(jìn)而分別對炸藥量100、10、1 kg爆破時(shí)邊坡穩(wěn)定性進(jìn)行了分析，認(rèn)為在爆破施工中需關(guān)注坡腳位移，以防止坡體結(jié)構(gòu)失穩(wěn)。

【關(guān)鍵詞】：爆破施工；邊坡穩(wěn)定性；隧道

【中圖分類號(hào)】：TU457 【文獻(xiàn)標(biāo)志碼】：A 【文章編號(hào)】：1008-3197（2024）04-21-05

【DOI編碼】：10.3969/j.issn.1008-3197.2024.04.005

Research on Slope Stability with the Influence of Blasting Construction

ZHU Peng，HAI Dapeng，ZHENG Jie，WANG Xiaoqiang

（China Construction Seventh Engineering Bureau， Zhengzhou 450000，China）

【Abstract】：In order to solve the influence of blasting load on the slope stability of tunnel site in the process of tunnel blasting excavation， the stability of a project slope only under gravity load is preliminarily judged based on numerical simulation method， and then the slope stability of blasting with explosive quantities of 100， 10 and 1 kg is analyzed respectively. It is considered that the displacement of slope foot should be paid attention to in blasting construction to prevent the instability of slope body structure.

【Key words】：slope engineering; blasting construction; slope stability; tunnel

爆破是目前巖土工程常用開挖方式之一。（剩余4703字）