李守巨

个人信息Personal Information

教授

硕士生导师

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:力学与航空航天学院

学科:工程力学. 计算力学

办公地点:力学楼404

电子邮箱:lishouju@dlut.edu.cn

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Experimental investigation on viscoplastic parameters of conditioned sands in earth pressure balance shield tunneling

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论文类型:期刊论文

发表时间:2011-09-01

发表刊物:JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY

收录刊物:Scopus、SCIE、EI

卷号:25

期号:9

页面范围:2259-2266

ISSN号:1738-494X

关键字:Conditioned sands; Rheology; Viscoplastic parameters; Earth pressure balance shield machine

摘要:A device was developed to determine the viscoplastic parameters of conditioned soil, which works on the principle of torsional shear applied to a standard vane with controlled strain rate. Rheological measurements were taken for three sand samples with the same bentonite slurry injection ratio (14.3%), but with different foam injection ratios (19%, 23%, and 27%), by changing the gasbag pressure levels (i.e., 0, 100, 200, 300, and 400 kPa) and vane speeds (i.e., 1/3.4, 1/4.1, 1/5, 1/6.4, 1/9, 1/15, and 1/30 RPM) to determine the effects of confining pressure and foam injection ratio on the viscoplastic parameters. The results show that the values of viscosity coefficient and yield stress for conditioned sands are in the range of 9.1-53.5 kPa.s and 1.5-10.2 kPa, respectively. The viscoplastic parameters increase with the increase of the confining pressure, and decrease with the increase of the foam injection ratio for all tested samples.