[1]赵汝森,陈志东,冯鼎华,等.岩屑堆积下原水隧洞硬岩钢顶管顶进力计算[J].中国给水排水,2026,42(10):15-21.
　ZHAORusen,CHENZhidong,FENGDinghua,et al.Calculation of Jacking Force for Hard Rock Steel Pipe Jacking in Raw Water Tunnel Considering Rock Debris Accumulation[J].China Water & Wastewater,2026,42(10):15-21.
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岩屑堆积下原水隧洞硬岩钢顶管顶进力计算

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第42卷 期数: 2026年第10期 页码: 15-21 栏目: 出版日期: 2026-05-17
Title:
Calculation of Jacking Force for Hard Rock Steel Pipe Jacking in Raw Water Tunnel Considering Rock Debris Accumulation
作者:
赵汝森1， 陈志东1， 冯鼎华1， 刘祺平1， 温佩文1， 杨宏伟2
（1.广东省水利水电第三工程局有限公司，广东 东莞 523017；2.中山大学 土木工程学院，广东 广州 510275）
Author(s):
ZHAO　Rusen1， CHEN　Zhidong1， FENG　Dinghua1， LIU　Qiping1， WEN　Peiwen1， YANG　Hongwei2
（1. Guangdong Provincial Water Conservancy and Hydropower Third Engineering Bureau Co. Ltd.， Dongguan 523017， China； 2. School of Civil Engineering， Sun Yat-sen University， Guangzhou 510275， China）
关键词:
钢顶管;  岩屑;  顶进力;  管岩接触;  超挖间隙
Keywords:
steel pipe jacking;  rock debris;  jacking force;  pipe-rock contact;  over-excavation gap
摘要:
近年来，顶管法在岩石地层中的应用日益广泛。在岩石顶管顶进过程中，超挖间隙中岩屑的堆积不可避免地影响管岩接触状态，进而影响硬岩顶管顶进力的大小。针对硬岩长距离钢顶管顶进力计算缺乏规范指导的问题，提出一种考虑岩屑堆积效应的顶进力计算模型。该模型耦合滚刀破岩迎面阻力与管-浆-渣多态接触摩阻力，并通过国内双向对顶硬岩顶管工程进行验证。结果表明：当岩屑堆积量较少时，管-岩呈顶部点接触，顶进力相比无岩屑工况略有减小；当沉渣带占比达60%~100%时，管-渣接触主导顶进力，摩阻力上升约20%。理论曲线与硬岩顶管工程的现场实测顶进力数据吻合较好，可为类似工程提供设计依据。
Abstract:
In recent years, the pipe jacking method has been increasingly applied in rock formations. During rock pipe jacking, the accumulation of rock debris in the over-excavation gap inevitably affects the pipe-rock contact condition, thereby influencing the jacking force in hard rock strata. To address the lack of standardized guidelines for calculating jacking forces in long-distance steel pipe jacking through hard rock, this study proposes a jacking force calculation model that accounts for the effects of rock debris accumulation. The model integrates face resistance based on the disc cutter rock-breaking mechanism with frictional resistance under multistate pipe-slurry-debris contact conditions, and is validated through domestic bidirectional hard rock pipe jacking project. The results indicate that when debris accumulation is minimal, pipe-rock top-point contact occurs, resulting in a slight decrease in jacking force compared to debris-free conditions. When the sedimentation zone ratio reaches 60%-100%, pipe-debris contact dominates, leading to a approximately 20% increase in frictional resistance. The theoretical curves are in good agreement with field-measured jacking forces in hard rock pipe jacking, providing a critical design reference for similar projects.

相似文献/References:

[1]杨仙,肖宇锋,崔杰平,等.穿越软硬不均地层的过河钢顶管施工案例分析[J].中国给水排水,2021,37(12):160.
　YANG Xian,XIAO Yu-feng,CUI Jie-ping,et al.Case Study of Steel Pipe Jacking across River through the Hard-soft Heterogeneous Stratum[J].China Water & Wastewater,2021,37(10):160.

更新日期/Last Update: 2026-05-17