Undrained vane shear strength of sand-foam mixtures subjected to different shear rates

作     者：Jiazheng Zhong Shuying Wang Tongming Qu Jiazheng Zhong;Shuying Wang;Tongming Qu

作者机构：School of Civil EngineeringCentral South UniversityChangsha410075China Tunnel and Underground Engineering Research CenterCentral South UniversityChangsha410075China Department of Civil and Environmental EngineeringThe Hong Kong University of Science and TechnologyClearwater BayHong KongChina 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2023年第15卷第6期

页      面：1591-1602页

核心收录：

学科分类：081401[工学-岩土工程] 08[工学] 0818[工学-地质资源与地质工程] 0814[工学-土木工程] 

基　　金：the National Outstanding Youth Science Fund Project of the National Natural Science Foundation of China(Grant No.52022112) the Hunan Provincial Innovation Foundation for Postgraduate of China(Grant No.2020zzts152)are acknowledged 

主　　题：Sand-foam mixture Shear rate Peak and residual strengths Effective stress Effective internal friction angle 

摘      要：The shear strength of sand-foam mixtures plays a crucial role in ensuring successful earth pressure balance(EPB)shield *** the sand-foam mixtures are constantly sheared by the cutterhead and the screw conveyor with varied rotation speeds during tunneling,it is non-trivial to investigate the effect of shear rates on the undrained shear strength of sand-foam mixtures under chamber pressures to extend the understanding on the tunneling *** study conducted a series of pressurized vane shear tests to investigate the role of shear rates on the peak and residual strengths of sand-foam mixtures at different pore *** from the shear-rate characteristics of natural sands or clay,the results showed that the peak strength of sand-foam mixtures under high vertical total stress(σ_(v)≥200 kPa)and low foam injection ratio(FIR30%)decreased with the increase in shear ***,the peak strength was not measurably affected by shear *** sand-foam mixtures in the residual state resembled low-viscous fluid with yield stress and the residual strength increased slightly with shear *** addition,the peak and residual strengths were approximately linear with vertical effective stress regardless of the total stress and *** peak effective internal friction angle remained almost invariant in a low shear rate(γ′0.25 s1)but decreased when the shear rate continued *** residual effective internal friction angle was lower than the peak counterpart and insensitive to shear *** study unveiled the role of shear rates in the undrained shear strength of sand-foam mixtures with various FIRs and vertical total *** findings can extend the understanding of the rate-dependent shear characteristics of conditioned soils and guide the decision-making of soil conditioning schemes in the EPB shield tunneling practice.