|本期目录/Table of Contents|

[1]刘海明,姚美良,曹净,等.考虑干密度影响的尾矿材料土水特征曲线模型及其应用[J].中国安全生产科学技术,2015,11(5):70-77.[doi:10.11731/j.issn.1673-193x.2015.05.011]
 LIU Hai-ming,YAO Mei-liang,CAO Jing,et al.Study on soil-water characteristic curve modeling of tailings material considering the effect of dry density and its application[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(5):70-77.[doi:10.11731/j.issn.1673-193x.2015.05.011]
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考虑干密度影响的尾矿材料土水特征曲线模型及其应用
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
11
期数:
2015年5期
页码:
70-77
栏目:
职业安全卫生管理与技术
出版日期:
2015-05-30

文章信息/Info

Title:
Study on soil-water characteristic curve modeling of tailings material considering the effect of dry density and its application
作者:
刘海明1姚美良1曹净1张超2杨春和2
(1. 昆明理工大学建筑工程学院,云南 昆明650500; 2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,湖北 武汉430071)
Author(s):
LIU Hai-ming1YAO Mei-liang1 CAO Jing1 ZHANG Chao2 YANG Chun-he2
(1. Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan 650224, China; 2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of
关键词:
尾矿坝干密度尾矿土水特征曲线模型
Keywords:
tailings dams dry density tailings soil-water characteristic curve model
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2015.05.011
文献标志码:
A
摘要:
尾矿坝在运行过程中,堆积尾矿处于干湿交替环境,进行稳定性分析需要确定其抗剪强度和渗透系数。直接测量上述参数存在价格昂贵、耗时等缺点,而土水特征曲线是研究土的非饱和特性的重要工具。针对典型的尾矿材料,分别进行不同干密度尾矿样的脱水试验,测量不同吸力下尾矿样的含水量。在此基础上,整理得到不同干密度下尾矿样的土水特征曲线,采用Gardner模型对其进行拟合,得到考虑干密度影响的尾矿材料土水特征曲线模型。最后,将其应用于尾矿边坡的稳定性分析中,探求基质吸力对边坡稳定性的影响。研究成果可为尾矿材料的力学特性以及非饱和尾矿坝稳定性分析提供理论基础。
Abstract:
The tailings is at the alternate wetting and drying environment during the process of operation, and it is necessary to obtain the shear strength and permeability coefficient of the unsaturated tailings material for the stability analysis of tailings dams. However, direct measurement of the above parameters are expensive and time-consuming. The SWCC (Soil-water Characteristic Curve) is a very important instrument to study the property of unsaturated soil. Based on a typical tailings material, the dehydration tests of saturated tailings samples under different dry density were conducted. The water contents under different matric suction were accurately measured during the test. On this basis, the SWCC of tailings sample under different dry density was obtained. The measured data was fitted with Gardner model, and a new SWCC model considering the effect of dry density was obtained. Finally, this model was used to analyze the slope stability, and the effect of matric suction on slope stability was researched. The above research results can provide theoretical basis for the mechanical property of tailings and the stability analysis of unsaturated tailings dams.

参考文献/References:

[1]VICK S G. Planning, design, and analysis of tailings dams[M]. New York: John Wiley and Sons, 1983
[2]郑欣,秦华礼,许开立.导致尾矿坝溃坝的因素分析[J].中国安全生产科学技术,2008,4(1):51-54 ZHENG Xin, QIN Hua-li, XU Kai-li. Analysis of the factors inducing the tailing dam falling[J]. Journal of Safety Science and Technology, 2008,4(1):51-54
[3]Fredlund D G. Unsaturated soil mechanics in engineering practice[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2006, 132(3): 286-321
[4]VANAPALLI S K, FREDLUND D G, PUFAHL D E et al. Model for the predietion of shear strength with respect of soil suction[J]. Canadian Geotechnical Journal, 1996, 33(3): 379-392
[5]MUALEM Y. A new model for predicting the hydraulic conductivity of unsaturated porous media[J]. Water Resources Research, 1976, 12(3): 513-522
[6]HUANG S, BARBOUR S L, FRELUND D G. Dvelopent and verification of a coefficient of permeability function or a deformable unsaturated soil[J]. Canadian Geotechnical Journal, 1998, 35(3): 411-425
[7]LIM P C, BARBOUR S L, FRELUND D G. The influence of the degree of saturation on the coefficient of aqueous diffusion[J]. Canadian Geotechnical Journal, 1998, 35(5): 811-827
[8]Lu Ning, Likos W J(著),韦昌富,侯龙,简文星(译).非饱和土力学[M].北京:高等教育出版社,2012
[9]KAWAI K, KATO S, KARUBE D. The model of water retention curve considering effects of void ratio[C]. Rahardjo H, Toll D G, Leong E C. Proceeding of the Asian conference on unsaturated soils[A]. Singapore, 2000, 329-334
[10]ASSOULINE S J, TAVARES-FILHO J, TESSIER D. Effect of compaction on soil physical and hydraulic properties: experimental results and modeling[J]. Soil Science Society of America Journal, 1997, 61(2): 390-398
[11]王铁行,卢靖,岳彩坤.考虑温度和密度影响的非饱和黄土土—水特征曲线研究[J].岩土力学,2008,29(l):1-5 WANG Tie-hang, LU Jing, YUE Cai-kun. Soil-water characteristic curve for unsaturated loess considering temperature and density effect[J]. Rock and Soil Mechanics, 2008, 29(1): 1-5
[12]中华人民共和国国家标准(GB/T 50123-1999).土工试验方法标准[S].北京:中国计划出版社,1999
[13]HUTSON J L., and CASS A. A retentivity function for use in soil water simulation models[J]. Soil Science, 1987, 38(1): 105-113
[14]ARYA L M, and PARIS J F. A physicoempirical model to predict the soil moisture characteristics from particle-size distribution and bulk density data[J]. Soil Science Society of America Journal, 1981, 45(6): 1023-1030
[15]SIMMS P H, and YANFUL E K. Predicting soil water characteristic curves of compacted plastic from measured pore size distributions[J]. Geotechnique, 2002, 52(4): 269-278
[16]JOHARI A, HABIBAGAHI G, and GHAHRAMANI A. Prediction of soil-water characteristic curve using genetic programming[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2006, 132(5): 661-665
[17]GARDNER W R. Calculation of capillary conductivity from pressure plate outflow data[J]. Soil Science Society of America Journal, 1956, 20(3): 317-320

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备注/Memo

备注/Memo:
国家自然科学基金重点项目(51234004);国家自然科学基金青年项目(51304088)
更新日期/Last Update: 2015-05-30