Citation: | NING Fan-wei, KONG Xian-jing, ZOU De-gao, LIU Jing-mao, YU Xiang, ZHOU Chen-guang. Scale effect of rockfill materials and its influences on deformation and stress analysis of Aertashi CFRD[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 263-270. DOI: 10.11779/CJGE202102006 |
[1] |
孔宪京, 徐斌, 邹德高, 等. 混凝土面板坝面板动力损伤有限元分析[J]. 岩土工程学报, 2014, 36(9): 1594-1600. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201409007.htm
KONG Xian-jing, XU Bin, ZOU De-gao, et al. Finite element dynamic analysis for seismic damage of slabs of concrete faced rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1594-1600. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201409007.htm
|
[2] |
陈生水. 土石坝试验新技术研究与应用[J]. 岩土工程学报, 2015, 37(1): 1-28. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201501002.htm
CHEN Sheng-shui. Experimental techniques for earth and rockfill dams and their applications[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 1-28. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201501002.htm
|
[3] |
陈生水, 凌华, 米占宽, 等. 大石峡砂砾石坝料渗透特性及其影响因素研究[J]. 岩土工程学报, 2019, 41(1): 26-31. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201901004.htm
CHEN Sheng-shui, LING Hua, MI Zhan-kuan, et al. Experimental study on permeability and its influencing factors for sandy gravel of Dashixia dam[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 26-31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201901004.htm
|
[4] |
MARSAL R J. Large scale testing of rockfill materials[J]. Journal of the Soil Mechanics & Foundations Division, 1967, 93(2): 27-43.
|
[5] |
MARACHI N D, CHAN C K, SEED H B. Evaluation of properties of rockfill materials[J]. Journal of the Soil Mechanics and Foundations Division, 1972, 98(1): 95-114. doi: 10.1061/JSFEAQ.0001735
|
[6] |
李凤鸣, 卞富宗. 两种粗粒土的比较试验[J]. 勘察科学技术, 1991(2): 25-29. https://www.cnki.com.cn/Article/CJFDTOTAL-KCKX199102006.htm
LI Feng-ming, BIAN Fu-zong. Comparison of two rockfill tests[J]. Site Investigation Science and Technology, 1991(2): 25-29. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KCKX199102006.htm
|
[7] |
王继庄. 粗粒料的变形特性和缩尺效应[J]. 岩土工程学报, 1994, 16(4): 89-95. doi: 10.3321/j.issn:1000-4548.1994.04.012
WANG Ji-zhuang. Deformation characteristic and scale effect of rockfiil material[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(4): 89-95. (in Chinese) doi: 10.3321/j.issn:1000-4548.1994.04.012
|
[8] |
VARADARAJAN A, SHARMA K G, VENKATACHALAM K, et al. Testing and modeling two rockfill materials[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2003, 129(3): 206-218.
|
[9] |
李翀, 何昌荣, 王琛, 等. 粗粒料大型三轴试验的尺寸效应研究[J]. 岩土力学, 2008, 29(增刊1): 563-566. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2008S1113.htm
LI Chong, HE Chang-rong, WANG Chen, et al. Study of scale effect of large-scale triaxial test of coarse-grained materials[J]. Rock and Soil Mechanics, 2008, 29(S1): 563-566. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2008S1113.htm
|
[10] |
凌华, 殷宗泽, 朱俊高, 等. 堆石料强度的缩尺效应试验研究[J]. 河海大学学报(自然科学版), 2011, 39(5): 540-544. https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX201904019.htm
LING Hua, YIN Zong-ze, ZHU Jun-gao, et al. Experimental study of scale effect on strength of rockfill materials[J]. Journal of Hohai University (Natural Sciences), 2011, 39(5): 540-544. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX201904019.htm
|
[11] |
HU W, DANO C, HICHER P Y, et al. Effect of sample size on the behavior of granular materials[J]. Geotechnical Testing Journal, 2011, 34(3): 186-197.
|
[12] |
HONKANADAVAR N P, GUPTA S L. Effect of particle size and confining pressure on shear strength parameter of rockfill materials[J]. Academic Research, 2012, 1(1): 49-63.
|
[13] |
孔宪京, 宁凡伟, 刘京茂, 等. 基于超大型三轴仪的堆石料缩尺效应研究[J]. 岩土工程学报, 2018, 41(2): 255-261. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201902003.htm
KONG Xian-jing, NING Fan-wei, LIU Jing-mao, et al. Scale effect of rockfill materials using super large triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2018, 41(2): 255-261. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201902003.htm
|
[14] |
褚福永, 朱俊高, 翁厚洋, 等. 堆石料强度及变形特性缩尺效应试验[J]. 河海大学学报(自然科学版), 2019, 47(4): 381-386. https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX201904019.htm
CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, et al. Experimental study of scale effect on strength and deformation characteristics of rock-fill materials[J]. Journal of Hohai University (Natural Sciences), 2019, 47(4): 381-386. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX201904019.htm
|
[15] |
朱晟, 梁现培, 冯树荣. 基于现场大型承载试验的原级配筑坝堆石料力学参数反演研究[J]. 岩土工程学报, 2009, 31(7): 1138-1143. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200907030.htm
ZHU Sheng, LIANG Xian-pei, FENG Shu-rong. Back analysis of mechanical parameters of naturally graded rockfill materials based on large-scale loading plate tests[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1138-1143. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200907030.htm
|
[16] |
孔宪京, 刘京茂, 邹德高. 堆石料尺寸效应研究面临的问题及多尺度三轴试验平台[J]. 岩土工程学报, 2016, 38(11): 1941-1947. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201611003.htm
KONG Xian-jing, LIU Jing-mao, ZOU De-gao. Scale effect of rockfill and multiple-scale triaxial test platform[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1941-1947. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201611003.htm
|
[17] |
土工试验规程:SL237—1999[S]. 1999.
Specification of Soil Test: SL237—1999[S]. 1999. (in Chinese)
|
[18] |
孔宪京, 刘京茂, 邹德高, 等. 紫坪铺面板坝堆石料颗粒破碎试验研究[J]. 岩土力学, 2014, 35(1): 35-40. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201401004.htm
KONG Xian-jing, LIU Jing-mao, ZOU De-gao, et al. Experimental study of particle breakage of Zipingpu rockfill material[J]. Rock and Soil Mechanics, 2014, 35(1): 35-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201401004.htm
|
[19] |
王晓鹤. 颗粒形状对堆石料强度和变形特性试验研究[D]. 大连: 大连理工大学, 2019.
WANG Xiao-he. Experimental Study on Strength and Deformation Characteristics of Rockfill by Particle Shape[D]. Dalian: Dalian University of Technology, 2019. (in Chinese)
|
[20] |
CHEN K, ZOU D, KONG X. A nonlinear approach for the three-dimensional polyhedron scaled boundary finite element method and its verification using Koyna gravity dam[J]. Soil Dynamics and Earthquake Engineering, 2017, 96: 1-12.
|
[21] |
ZOU D G, CHEN K, KONG X J, et al. An enhanced octree polyhedral scaled boundary finite element method and its applications in structure analysis[J]. Engineering Analysis With Boundary Elements, 2017, 84: 87-107.
|
[22] |
张宇. 高面板堆石坝面板地震响应,破损机理及抗震对策研究[D]. 大连: 大连理工大学, 2017.
ZHANG Yu. Research on Seismic Response, Damage Mechanism and Anti-seismic Countermeasure of Face Slab of High Concrete Faced Rockfill Dam[D]. Dalian: Dalian University of Technology, 2017. (in Chinese)
|
[23] |
杨蓉, 秦淑芳, 曾茂全, 等. 吉林台一级水电站混凝土面板堆石坝变形监测数据分析[J]. 水利水电技术, 2010, 41(6): 61-65. https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201006023.htm
YANG Rong, QIN Shu-fang, ZENG Mao-quan, et al. Analysis on deformation monitoring data of concrete face rock-fill dam for Jilintai Hydropower Station I[J]. Water Resources and Hydropower Engineering, 2010, 41(6): 61-65. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201006023.htm
|
[24] |
菅强, 顾永明, 韩庆. 察汗乌苏水电站面板堆石坝坝体沉降变形规律分析[J]. 西北水电, 2013(3): 76-79. https://www.cnki.com.cn/Article/CJFDTOTAL-SBXX201303020.htm
JIAN Qiang, GU Yong-ming, HAN Qing. Analysis on law of settlement deformation of concrete face rockfill dam embankment[J]. Northwest Hydropower, 2013(3): 76-79. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SBXX201303020.htm
|
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