浅埋隧道拱顶土石混合体围岩沉降预测
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U451

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国家自然科学基金(51904043;52078089;52078090)


Prediction of the Settlement of Surrounding Rock of the Soil-Rock Mixture on the Vault of Shallow Tunnel
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National Natural Science Foundation of China(51904043;52078089;52078090)

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    摘要:

    由于地层风化、水土流失等原因,隧道围岩极易形成风化土层,对浅埋隧道开挖沉降产生严重影响。本文将利用连续-非连续数值模拟方法,对这类土石混合体围岩的拱顶沉降因素进行具体研究。结果表明:在相同工况下随着岩石含量、岩石最小粒径和最大粒径的增大,拱顶沉降量逐渐降低;随着土和岩石参数的下降,拱顶沉降量明显增加,进而得出拱顶沉降值的范围。最后结合隧道的实际工程情况,验证了该预测范围的有效性。本文对拱顶沉降的因素进行了进一步的比较,结果可为土石混合体围岩拱顶沉降预测设计提供参考。

    Abstract:

    Due to strata weathering, soil erosion and other reasons, tunnel surrounding rock is easy to form weathered soil layer, which has a serious impact on tunnel excavation and settlement. In this paper, the arch settlement factors of this kind of earth and stone hybrid surrounding rock will be studied by using continuous-discontinuous numerical simulation method. The results show that the settlement of the vault decreases gradually under the same operating conditions with the increase of rock content, rock minimum particle size and maximum particle size. With the decrease of soil and rock parameters, the amount of vault settlement increases significantly, and the range of vault settlement value is obtained. Finally, the validity of the prediction range is verified by combining the actual engineering conditions of the tunnel. In this paper, the factors of vault settlement are further compared, and the results can provide reference for the prediction design of rock settlement prediction of earth and stone mix.

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黄建阳,彭泽宇,杨红运,等. 浅埋隧道拱顶土石混合体围岩沉降预测[J]. 科学技术与工程, 2022, 22(4): 1634-1640.
Huang Jianyang, Peng Zeyu, Yang Hongyun, et al. Prediction of the Settlement of Surrounding Rock of the Soil-Rock Mixture on the Vault of Shallow Tunnel[J]. Science Technology and Engineering,2022,22(4):1634-1640.

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  • 收稿日期:2021-05-26
  • 最后修改日期:2021-11-12
  • 录用日期:2021-09-29
  • 在线发布日期: 2022-01-28
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