Laboratory Investigation on Excavation Performance of Foam-conditioned Weathered Granite Soil for EPB Shield Tunnelling

被引:0
|
作者
Lee, Hyobum [1 ]
Oh, Jaehyun [2 ]
Shin, Young Jin [3 ]
Won, Jongmuk [4 ]
机构
[1] Korea Railroad Res Inst, Adv Railroad Civil Engn Div, Uiwang 26862, South Korea
[2] KDB Infrastruct Investment Asset Management Co Ltd, Railways Environm Infrastruct Team, Seoul 07320, South Korea
[3] Hyundai Engn & Construct Co Ltd, Seoul 03058, South Korea
[4] Univ Ulsan, Dept Civil & Environm Engn, Ulsan 44610, South Korea
关键词
Weathered granite soil; Earth pressure balance; Foam; Soil conditioning; Tunnel boring machine; PRESSURE; LINE; TBM;
D O I
10.1007/s12205-023-2163-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As weathered granite soils are extensively distributed in the Korean Peninsula, determining the optimal foam conditioning parameters for weathered granite soils can provide a high workability, low permeability, and high compressibility of weathered granite soils for successful operation of an earth pressure balance (EPB) shield tunnel boring machine (TBM). In this study, a laboratory-scale excavation apparatus was developed to conduct various laboratory excavation simulations for measuring the excavation-induced torque and the abrasivity of cutter bits. In addition, slump values, compressibility, and permeability were measured to evaluate the workability of foam-conditioned weathered granite soils. From the experimental results, the optimal foaming conditions for the weathered granite soil was obtained at foam injection ratios (F/Rs) of 60-70%, foam expansion ratios (FERs) of 15-18, and foaming agent concentrations (Cf) of 3-4%. The experimental results presented in this study can provide the rheological, mechanical, and hydraulic behavior of foam-conditioned weathered granite soils for successful EPB TBM operation.
引用
收藏
页码:5460 / 5469
页数:10
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