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| A strength model of rockfill particles considering wetting time and size effect |
| ZHOU Xiongxiong1, 2, LI Ruoting1, 2, WANG Jinwei3, CHEN Bowen1, 2 |
(1. Key Laboratory of Agricultural Soil and Water Engineering in Arid and Semiarid Areas of Ministry of Education, Northwest A & F University, Yangling, Shaanxi 712100, China; 2. College of Water Resources and Architectural Engineering, Northwest A & F University, Yangling, Shaanxi 712100, China; 3. School of Electric Power, Civil Engineering and Architecture,
Shanxi University, Taiyuan, Shanxi 030031, China)
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Abstract The wetting deformation of rockfill materials exacerbates the uncoordinated deformation of rockfill dams during the water storage period and may even lead to cracks in the dam structure. Investigating its characteristics is crucial for controlling deformation in rockfill dams and ensuring their safety. Wetting deformation is not an instantaneous variable; rather, it exhibits a coupling relationship with creep. Therefore, studying the time effect of wetting deformation in rockfill materials is essential. While numerous experimental studies have explored the wetting deformation and development processes of rockfill materials at the macro level, systematic research on the variation of crushing strength in rockfill particles throughout the complete wetting process remains insufficient. In this study, indoor compression tests were conducted on rockfill particles from both soft and hard lithologies after different wetting durations to assess the influence of wetting time on particle breakage and strength characteristics. The results revealed that particles of varying sizes exhibited significant size and wetting time effects upon immersion in water. Specifically, the average breaking strength of particles within each size group decreased as particle size and wetting duration increased. The particle breaking strength, in both dry and various wetting states, follows a Weibull distribution, with the size effect diminishing as wetting time extends. Based on the Weibull size effect model, this paper introduces a deterioration coefficient and establishes a predictive model for the characteristic crushing strength of rockfill particles, incorporating both wetting time and size effect parameters. This model provides a theoretical reference for further research on the wetting deformation of rockfill materials.
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[1] 邵晓泉. 基于离散元模拟的筑坝堆石料静动力变形特性和尺寸效应研究[博士学位论文][D]. 大连：大连理工大学，2023.(SHAO Xiaoquan. Study on static-dynamic deformation characteristics and size effect of rockfill materials for dam construction based on discrete element simulations[Ph. D. Thesis][D]. Dalian：Dalian University of Technology，2023.(in Chinese))
[2] 王蕴嘉，周梦佳，宋二祥. 考虑颗粒破碎的堆石料湿化变形特性离散元模拟研究[J]. 工程力学，2018，35(增1)：217–222.(WANG Yunjia，ZHOU Mengjia，SONG Erxiang. DEM simulation of wetting deformation characteristics of rockfill considering particle breakage[J]. Engineering Mechanics，2018，35(Supp.1)：217–222.(in Chinese))
[3] 周雄雄. 高心墙堆石坝湿化变形与数值模拟方法研究[博士学位论文][D]. 大连：大连理工大学，2020.(ZHOU Xiongxiong. Study on the wetting deformation and the numerical simulation method of HCRFD[Ph. D. Thesis][D]. Dalian：Dalian University of Technology，2020.(in Chinese))
[4] 王科荐. 基于单粒压缩试验的堆石料颗粒破碎特性研究[硕士学位论文][D]. 大连：大连理工大学，2019.(WANG Kejian. Study on particle breakage of coarse-grained soil during shearing[M. S. Thesis][D]. Dalian：Dalian University of Technology，2019.(in Chinese))
[5] 牛 昂. 土石坝粗粒料湿化变形试验研究[硕士学位论文][D]. 郑州：华北水利水电大学，2020.(NIU Ang. Experimental study on wet deformation of coarse-grained aggregates in earth-rock dams[M. S. Thesis][D]. Zhengzhou：North China University of Water Resources and Electric Power，2020.(in Chinese))
[6] 丁艳辉，张丙印，钱晓翔，等. 堆石料湿化变形特性试验研究[J]. 岩土力学，2019，40(8)：2 975–2 981.(DING Yanhui，ZHANG Bingyin，QIAN Xiaoxiang，et.al. Experimental study of the characteristics of wetting deformation of rockfill materials[J]. Rock and Soil Mechanics，2019，40(8)：2 975–2 981.(in Chinese))
[7] 殷 殷，刘盈斐，吴永康，等. 堆石料湿化试验变形过程分析[J]. 水利学报，2022，53(11)：1 361–1 368.(YIN Yin，LIU Yingfei，WU Yongkang，et al. Process analysis of wetting deformation test of rockfill materials[J]. Journal of Hydraulic Engineering，2022，53(11)：1 361–1 368.(in Chinese))
[8] 张延亿，邓 刚，张茵琪，等. 土石混合料固结湿化变形试验研究[J]. 水利学报，2020，51(11)：1 393–1 400.(ZHANG Yanyi，DENG Gang，ZHANG Yinqi，et.al. Experimental study on the characteristics of consolidate-wetting deformation of soil-aggregate mixture materials[J]. Journal of Hydraulic Engineering，2020，51(11)：1 393–1 400.(in Chinese))
[9] LI D，DU S，ZHANG C，et al. Time dependent deformation behavior of completely weathered granite subjected to wetting immersion[J]. Rock Mechanics And Rock Engineering，2021，54(12)：6 373–6 391.
[10] 孙晨峰，王步雪岩，钱建固，等. 加载与干湿循环作用下土石混合料蠕变特性试验[J]. 岩土力学，2024，45(1)：226–234.(SUN Chenfeng，WANG Buxueyan，QIAN Jiangu，et al. Creep characteristics test of soil-rock mixture subjected to loading and dry-wet cycles[J]. Rock and Soil Mechanics，2024，45(1)：226–234.(in Chinese))
[11] 迟世春，周雄雄. 堆石料的湿化变形模型[J]. 岩土工程学报，2017，39(1)：48–55.(CHI Shichun，ZHOU Xiongxiong. Slaking deformation model for rockfill materials[J]. Chinese Journal of Geotechnical Engineering，2017，39(1)：48–55.(in Chinese))
[12] 胡锦方，杨启贵，熊 堃，等. 软岩筑坝颗粒的破碎特性试验研究[J]. 岩土力学，2024，45(增1)：359–370.(HU Jinfang，YANG Qigui，XIONG Kun，et al. Experimental study on crushing characteristics of soft rock damming particles[J]. Rock and Soil Mechanics，2024，45(Supp.1)：359–370.(in Chinese))
[13] 程家林，张贵科，邓韶辉，等. 干湿循环对不同粒径堆石颗粒破碎强度的影响研究[J]. 岩土力学，2024，45(增1)：95–105.(CHENG Jialin，ZHANG Guike，DENG Shaohui，et al. Effect of cyclic wetting-drying on the crushing strength of rockfillgrains with different sizes[J]. Rock and Soil Mechanics，2024，45(Supp.1)：95–105.(in Chinese))
[14] GAO Y，MAO H，LIU S，et al. Impacts of slow-rate cyclic loading on the crushing of single rockfill particles[J]. Rock Mechanics and Rock Engineering，2025，58(5)：1–18.
[15] 邓远航，迟世春，闫世豪. 堆石颗粒强度尺寸效应和应变率效应研究[J]. 岩石力学与工程学报，2025，44(7)：1 950–1 958.(DENG Yuanhang，CHI Shichun，YAN Shihao. A study of the size and strain rate effect on the particle strength of rockfill materials[J]. Chinese Journal of Rock Mechanics and Engineering，2025，44(7)：1 950– 1 958.(in Chinese))
[16] MANSO J，MARCELINO J，CALDEIRA L. Single-particle crushing strength under different relative humidity conditions[J]. Acta Geotechnica，2021，16(3)：749–761.
[17] 王晋伟，迟世春，邵晓泉. 堆石颗粒浸水破碎引起堆石料湿化变形研究[J]. 东北大学学报：自然科学版，2023，44(11)：1 638–1 646. (WANG Jinwei，CHI Shichun，SHAO Xiaoquan. Study on wetting deformation of rockfill materials caused by particle water-immersed crushing[J]. Journal of Northeastern University：Natural Science，2023，44(11)：1 638–1 646.(in Chinese))
[18] 马 刚，王 渊，程家林，等. 遇水湿化对堆石体颗粒破碎和压缩特性的影响研究[J]. 岩土工程学报，2021，43(9)：1 640–1 648.(MA Gang，WANG Yuan，CHENG Jialin，et al. Influences of wetting on crushing and compression characteristics of rockfill particles[J]. Chinese Journal of Geotechnical Engineering，2021，43(9)：1 640–1 648.(in Chinese))
[19] 王科荐，贾宇峰，迟世春. 基于单粒压缩试验的堆石料破碎特性研究[J]. 人民长江，2020，51(3)：160–166.(WANG Kejian，JIA Yufeng，CHI Shichun. Study on broken characteristics of rockfill materials based on single particle compression test[J]. Yangtze River，2020，51(3)：160–166.(in Chinese))
[20] JAEGER J C. Failure of rocks under tensile conditions[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1967，4(2)：219–227.
[21] 孟敏强，王 磊，蒋 翔，等. 基于尺寸效应的粗粒土单颗粒破碎试验及数值模拟[J]. 岩土力学，2020，41(9)：2 953–2 962.(MENG Minqiang，WANG Lei，JIANG Xiang，et al. Single-particle crushing test and numerical simulation of coarse grained soil based on size effect[J]. Rock and Soil Mechanics，2020，41(9)：2 953–2 962.(in Chinese))
[22] 曹学禹，郭紫鹣，刘路路. 堆石颗粒破碎强度尺寸效应的试验与模拟研究[J]. 人民长江，2025，http：//link.cnki.net/urlid/42.1202.TV. 20250509.1424.006.(CAO Xueyu，GUO Zijian，LIU Lulu. Experimental and simulation study on size effect of crushing strength of rockfill particles[J]. Yangtze River，2025，http：//link.cnki.net/urlid/42.1202. TV.20250509.1424.006.(in Chinese))
[23] OVALLE C，FROSSARD E，DANO C，et al. The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data[J]. Acta Mechanica，2014，225(8)：2 199–2 216.
[24] WEIBULL W. A statistical distribution function of wide applicability[J]. Journal of Applied Mechanics，1951，18(3)：293–297.
[25] MCDOWELL G R，AMON A. The application of weibull statistics to the fracture of soil particles[J]. Soils and Foundations，2000，40(5)：133–141.
[26] MANSO J，MARCELINO J，CALDEIRA L. Crushing and oedometer compression of rockfill using DEM[J]. Computers and Geotechnics，2018，101：11–22.
[27] 迟世春，王 峰，贾宇峰，等. 考虑细观单粒强度的堆石料破碎特性研究[J]. 岩土工程学报，2015，37(10)：1 780–1 785.(CHI Shichun，WANG Feng，JIA Yufeng，et al. Modeling particle breakage of rockfill materials based on single particle strength[J]. Chinese Journal of Geotechnical Engineering，2015，37(10)：1 780–1 785.(in Chinese))
[28] 孙壮壮，马 刚，周 伟，等. 颗粒形状对堆石颗粒破碎强度尺寸效应的影响[J]. 岩土力学，2021，42(2)：430–438.(SUN Zhuangzhuang，MA Gang，ZHOU Wei，et al. Influence of particle shape on size effect of crushing strength of rockfill particles[J]. Rock and Soil Mechanics，2021，42(2)：430–438.(in Chinese))
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2025, Vol. 44 
