合肥地铁某盾构区间土仓压力理论计算
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中安华力建设集团有限公司产学研合作基金资助项目(HYB20190152)


Theoretical Calculation of Silo Compartment Pressure in a Shield Section of a Subway in Hefei
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    摘要:

    合理的土仓压力是保证开挖面稳定和减小地表沉降的关键,传统土仓压力计算公式多数以开挖面变形破坏为研究基础,未能结合盾构机实际工作状态,导致计算值与实际值间有较大差距。为获取准确的土仓压力数值,通过对掌子面进行力学分析,结合盾构机工作原理,推导出改进后的土仓压力计算公式,并进一步分析了隧道埋深比、盾构机掘进速度对土仓压力的影响。最后,以合肥地铁四号线为工程背景,利用有限元软件验证了改进后土仓压力计算公式的正确性与适用性。

    Abstract:

    As the key to ensure the stability of the excavation surface and reduce the surface settlement, the earth silo pressure, in most cases, bases its traditional calculation formulas on the deformation and failure of the excavation surface, thus failing to integrate the actual working state of the shield machine and resulting in a noticeable gap between the calculated value and the actual value. In order to obtain the accurate value of the silo pressure, on the basis of a mechanical analysis of the tunnel face, and with the working principle of the shield machine combined together, an improved formula has thus been derived for the silo pressure calculation, followed by a further analysis of the effects of the tunnel buried depth ratio and the tunneling speed of the shield machine on the silo pressure. With Hefei Metro Line 4 as the engineering background, by using the finite element software, the accuracy and applicability of the improved earth silo pressure calculation formula can be verified.

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胡梦涛,李大华,张自光.合肥地铁某盾构区间土仓压力理论计算[J].湖南工业大学学报,2021,35(6):17-23.

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  • 收稿日期:2021-04-07
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  • 在线发布日期: 2021-10-28
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