Surrounding Rock Pressure of Tunnel with Small Clear Distance under Complex Unsymmetrical Loading: Calculation and Parameter Impacts

LI Gui-jiang, QU Yao, LU Guo-sheng, LIU Jun-shuai

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 133-138.

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Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (12) : 133-138. DOI: 10.11988/ckyyb.20191052
ROCKSOIL ENGINEERING

Surrounding Rock Pressure of Tunnel with Small Clear Distance under Complex Unsymmetrical Loading: Calculation and Parameter Impacts

  • LI Gui-jiang, QU Yao, LU Guo-sheng, LIU Jun-shuai
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Abstract

A model for calculating surrounding rock pressure of tunnel with small clear distance under complex unsymmetrical loading is established. The theoretical formulas of surrounding rock pressure are deduced based on roadway tunnel design specifications to investigate the influence of clear distance and ground sloping on surrounding rock pressure of tunnel. The rationality of the theoretical calculation formulas are verified by numerical simulation. The influences of varying clear distance and ground sloping on the surrounding rock pressure of vault, arch waist and arch foot of the first tunnel and the subsequently excavated tunnel are analyzed. Results reveal that when two tunnels are excavated successively, the change of clear distance and ground surface sloping has great influence on the surrounding rock pressure inside the tunnel. The pressure of surrounding rock inside the first-excavated tunnel is positively correlated with clear distance and sloping, while the inner surrounding rock pressure of the subsequently excavated tunnel is negatively correlated with clear distance and sloping.

Key words

clear distance / surrounding rock pressure / ground sloping / complex unsymmetrical loading / theoretical calculation

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LI Gui-jiang, QU Yao, LU Guo-sheng, LIU Jun-shuai. Surrounding Rock Pressure of Tunnel with Small Clear Distance under Complex Unsymmetrical Loading: Calculation and Parameter Impacts[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(12): 133-138 https://doi.org/10.11988/ckyyb.20191052

References

[1] ZHANG J, ZHANG C, WANG C, et al. Study on Bias Characteristics of Multi-arch Tunnel under Different Side Overburden Thickness[J]. IOP Conference Series: Earth and Environmental Science, 2019, 283(1): 12-44.
[2] SHI J X, LIU X R, LI-NA M A, et al. Study on Spatial Effects Shallow Bias in Soft Soil Tunnel of the Small Spacing[J]. Progress in Geophysics, 2012(5):2248-2255.
[3] 魏旭博,石豫川,顾新杰,等.冰水堆积物隧道松动土压力计算方法修正及应用[J].长江科学院院报,2018,35(5):110-114.
[4] 吴大勇.小寨山隧道洞口段塌方成因分析及变形预测[J]. 长江科学院院报,2020,37(9):79-86,95.
[5] 徐前卫,程盼盼,苏培森,等.浅埋偏压隧道进洞施工力学特性研究[J].地下空间与工程学报,2017,13(5):1311-1318,1380.
[6] 罗 晶,彭立敏,施成华,等.不同埋深及偏压角度条件下隧道力学特性[J].铁道科学与工程学报,2012,9(4):75-78.
[7] 郑宏扬.不同地形条件对不等高程小净距隧道的偏压影响研究[J].施工技术,2018,47(14):8-11,24.
[8] 腾俊洋,唐建新,张 闯,等.浅埋偏压小净距隧道围岩压力分布与围岩控制[J].地下空间与工程学报,2018,14(3):761-769.
[9] 张治国,徐晓洋,赵其华.水平地震力作用下浅埋偏压隧道围岩压力的简化理论分析[J].岩土力学,2016,37(增刊2):16-24.
[10]张治国,姜蕴娟,刘 明,等.考虑黏聚力及地震力的浅埋偏压隧道围岩压力[J]. 中国矿业大学学报,2018,47(4):780-790.
[11]于清杨,刘 伟,佴 磊,等.偏压隧道偏压应力比特征分析[J]. 吉林大学学报(地球科学版),2018,48(6):1797-1803.
[12]舒志乐,刘保县,李 月.偏压小净距隧道围岩压力分析[J]. 地下空间与工程学报,2007,3(3):430-433.
[13]钟祖良,涂义亮,刘新荣,等.浅埋双侧偏压小净距隧道衬砌荷载及其参数敏感性分析[J].土木工程学报,2013,46(1):119-125.
[14]JTG D70—2004,公路隧道设计规范[S]. 北京:人民交通出版社,2004.
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