|本期目录/Table of Contents|

[1]夏梦灿,陆慧裕,杨晓华,等.基于正交设计的岩石相似材料力学性质试验研究[J].建筑科学与工程学报,2025,42(06):211-222.[doi:10.19815/j.jace.2024.10064]
　XIA Mengcan,LU Huiyu,YANG Xiaohua,et al.Experimental study on physical and mechanical properties of rock-like materials based on orthogonal design[J].Journal of Architecture and Civil Engineering,2025,42(06):211-222.[doi:10.19815/j.jace.2024.10064]
点击复制

基于正交设计的岩石相似材料力学性质试验研究(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
42卷
期数:
2025年06期
页码:
211-222
栏目:
岩土工程
出版日期:
2025-11-25

文章信息/Info

Title:
Experimental study on physical and mechanical properties of rock-like materials based on orthogonal design
文章编号:
1673-2049(2025)06-0211-12
作者:
夏梦灿1,陆慧裕2,杨晓华1,孙巍锋3,4,5,瓦依提·力提甫1,6
(1.长安大学 公路学院,陕西 西安 710064;2.新疆阿乌阿公路发展有限责任公司,新疆 阿克苏地区 843100;3.长安大学 地质工程与测绘学院,陕西 西安 710054;4.长安大学 地质资源与地质工程博士后科研流动站,陕西 西安 710054;5.长安大学 生态地质与灾害防控重点实验室,陕西 西安 710054;6.新疆交投建设管理有限责任公司,新疆 乌鲁木齐 830000)
Author(s):
XIA Mengcan1, LU Huiyu2, YANG Xiaohua1, SUN Weifeng3,4,5, LITIFU Wayiti1,6
关键词:
岩土力学;  相似材料;  正交试验设计;  模型试验;  抗剪强度;  弹性模量
Keywords:
geotechnics;  similar material;  orthogonal experimental design;  model test;  shear strength;  modulus of elasticity
分类号:
TU452
DOI:
10.19815/j.jace.2024.10064
文献标志码:
A
摘要:
为了确定某公路软硬互层岩质边坡模型试验所需相似材料的合理配比,基于正交试验设计方法,选取重晶石粉和石英砂为骨料,以黄土为增塑剂,水泥为黏结剂,设计了32个配比方案,并进行密度、直剪和单轴压缩试验,采用极差法、方差法和直观分析图分析了各因素对相似材料密度、弹性模量与抗剪强度参数的影响规律。结果表明:相似材料密度介于2.05～2.51 g·cm-3,黏聚力介于33.28 ～603.22 kPa,内摩擦角介于28.81°～56.23°,弹性模量介于13.2～310.2 MPa; 随着骨料中重晶石粉含量增加,相似材料密度增大,内摩擦角先增大后减小,黏聚力与弹性模量则随混合料中水泥含量增加而增大,而黄土含量的增大则会使密度及弹性模量减小; 经试验分析,重晶石粉、石英砂、黄土、水泥、水的配合比为70:15:10:5:15和50:10:40:15时可分别作为模拟模型试验硬岩与软岩的理想配比; 研究成果可为岩质边坡模型试验提供一定参考。
Abstract:
In order to determine the reasonable proportion of similar materials required for soft and hard interlayered rocky slope model test of a highway, based on the method of orthogonal experimental design, barite powder and quartz sand were selected as aggregates, loess as plasticizer and cement as binder, 32 sets of proportioning schemes were designed, and the tests of density, straight shear and uniaxial compression were carried out, then the influence law of each factor on the parameters of density, modulus of elasticity and uniaxial compression were analyzed using the extreme deviation method, the variance method and illustrative analysis diagram. The results show that the density of similar materials ranges from 2.05 g·cm-3 to 2.51 g·cm-3, the cohesive force ranges from 33.28 kPa to 603.22 kPa, the angle of internal friction ranges from 28.81° to 56.23°, and the modulus of elasticity ranges from 13.2 MPa to 310.2 MPa. With the increase of the content of barite powder in aggregate, the density of similar materials increases, and the internal friction angle increases first and then decreases. The cohesion and modulus of elasticity increase with the increase of cement content in the mixture, while the increase of loess content will reduce the density and modulus of elasticity. According to the experimental analysis, the mixture ratios of barite powder, quartz sand, loess, cement and water are 70:15:10:5:15 and 50:10:40:15 can be used as the ideal ratio of hard rock and soft rock in the simulation model test. The research results can provide some reference for future rock slope model test.

参考文献/References:

[1] 周德培,张建经,汤 涌.汶川地震中道路边坡工程震害分析[J].岩石力学与工程学报,2010,29(3):565-576.
ZHOU Depei, ZHANG Jianjing, TANG Yong. Seismic damage analysis of road slopes in Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 565-576.
[2]刘健新,赵国辉.“5·12”汶川地震典型桥梁震害分析[J].建筑科学与工程学报,2009,26(2):92-97.
LIU Jianxin, ZHAO Guohui. Typical bridge damage analysis in “5·12” Wenchuan earthquake[J]. Journal of Architecture and Civil Engineering, 2009, 26(2): 92-97.
[3]徐光兴,姚令侃,高召宁,等.边坡动力特性与动力响应的大型振动台模型试验研究[J].岩石力学与工程学报,2008,27(3):624-632.
XU Guangxing, YAO Lingkan, GAO Zhaoning, et al. Large-scale shaking table model test study on dynamic characteristics and dynamic responses of slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(3): 624-632.
[4]张宏博,崔兵兵,陈 奇,等.砂土潮湿状态下悬臂式挡土墙RBT模型试验[J].建筑科学与工程学报,2018,35(1):33-39.
ZHANG Hongbo, CUI Bingbing, CHEN Qi, et al. Experiment on RBT model test of cantilever retaining wall based on sand wet state[J]. Journal of Architecture and Civil Engineering, 2018, 35(1): 33-39.
[5]ABUSHARAR S W, HAN J. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay[J]. Engineering Geology, 2011, 120(1/2/3/4): 103-110.
[6]DONG J Y, YANG J H, YANG G X, et al. Research on similar material proportioning test of model test based on orthogonal design[J]. Journal of the China Coal Society, 2012, 37(1): 44-49.
[7]左保成,陈从新,刘才华,等.相似材料试验研究[J].岩土力学,2004,25(11):1805-1808.
ZUO Baocheng, CHEN Congxin, LIU Caihua, et al. Research on similar material of slope simulation experiment[J]. Rock and Soil Mechanics, 2004, 25(11): 1805-1808.
[8]王汉鹏,李术才,张强勇,等.新型地质力学模型试验相似材料的研制[J].岩石力学与工程学报,2006,25(9):1842-1847.
WANG Hanpeng, LI Shucai, ZHANG Qiangyong, et al. Development of a new geomechanical similar material[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1842-1847.
[9]马芳平,李仲奎,罗光福.NIOS模型材料及其在地质力学相似模型试验中的应用[J].水力发电学报,2004,23(1):48-51.
MA Fangping, LI Zhongkui, LUO Guangfu. NIOS model material and its use in geo-mechanical similarity model test[J]. Journal of Hydroelectric Engineering, 2004, 23(1): 48-51.
[10]韩伯鲤,陈霞龄,宋一乐,等.岩体相似材料的研究[J].武汉水利电力大学学报,1997,30(2):6-9.
HAN Boli, CHEN Xialing, SONG Yile, et al. Research on similar material of rockmass[J]. Engineering Journal of Wuhan University, 1997, 30(2): 6-9.
[11]刘新荣,邓志云,刘永权,等.地震作用下水平层状岩质边坡累积损伤与破坏模式研究[J].岩土力学,2019,40(7):2507-2516.
LIU Xinrong, DENG Zhiyun, LIU Yongquan, et al. Study of cumulative damage and failure mode of horizontal layered rock slope subjected to seismic loads[J]. Rock and Soil Mechanics, 2019, 40(7): 2507-2516.
[12]陈从新,黄平路,卢增木.岩层倾角影响顺层岩石边坡稳定性的模型试验研究[J].岩土力学,2007,28(3):476-481,486.
CHEN Congxin, HUANG Pinglu, LU Zengmu. Study on correlation between stability of consequent rock slope and obliquity of rock layer by simulation experiment[J]. Rock and Soil Mechanics, 2007, 28(3): 476-481, 486.
[13]门玉明,彭建兵,李寻昌,等.层状结构岩质边坡动力稳定性试验研究[J].世界地震工程,2004,20(4):131-136.
MEN Yuming, PENG Jianbing, LI Xunchang, et al. Research on vibration testing of models for dynamic stability of rock slope with layered structures[J]. World Information on Earthquake Engineering, 2004, 20(4): 131-136.
[14]董金玉,杨国香,伍法权,等.地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J].岩土力学,2011,32(10):2977-2982,2988.
DONG Jinyu, YANG Guoxiang, WU Faquan, et al. The large-scale shaking table test study of dynamic response and failure mode of bedding rock slope under earthquake[J]. Rock and Soil Mechanics, 2011, 32(10): 2977-2982, 2988.
[15]杨国香,伍法权,董金玉,等.地震作用下岩质边坡动力响应特性及变形破坏机制研究[J].岩石力学与工程学报,2012,31(4):696-702.
YANG Guoxiang, WU Faquan, DONG Jinyu, et al. Study of dynamic response characters and failure mechanism of rock slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(4): 696-702.
[16]朱长安,林国进,陈志学.隧道振动台模型试验相似材料研究[J].中外公路,2012,32(5):196-199.
ZHU Chang'an, LIN Guojin, CHEN Zhixue. Study on similar materials for tunnel shaking table model test[J]. Journal of China & Foreign Highway, 2012, 32(5): 196-199.
[17]田 威,张旭东,贾 能,等.石英粉对抗疏力固化剂改良黄土力学性能的影响[J].建筑科学与工程学报,2021,38(2):60-68.
TIAN Wei, ZHANG Xudong, JIA Neng, et al. Influence of quartz on mechanical property of modified loess with consolid system[J]. Journal of Architecture and Civil Engineering, 2021, 38(2): 60-68.
[18]张强勇,李术才,郭小红,等.铁晶砂胶结新型岩土相似材料的研制及其应用[J].岩土力学,2008,29(8):2126-2130.
ZHANG Qiangyong, LI Shucai, GUO Xiaohong, et al. Research and development of new typed cementitious geotechnical similar material for iron crystal sand and its application[J]. Rock and Soil Mechanics, 2008, 29(8): 2126-2130.
[19]张强勇,刘德军,贾 超,等.盐岩油气储库介质地质力学模型相似材料的研制[J].岩土力学,2009,30(12):3581-3586.
ZHANG Qiangyong, LIU Dejun, JIA Chao, et al. Development of geomechanical model similitude material for salt rock oil-gas storage medium[J]. Rock and Soil Mechanics, 2009, 30(12): 3581-3586.
[20]刘德军,吕 晶,张强勇,等.具有流变特性的盐岩相似材料的研制及应用[J].岩土工程学报,2011,33(10):1590-1595.
LIU Dejun, LÜ Jing, ZHANG Qiangyong, et al. Development and application of salt rock-similar materials with rheological property[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1590-1595.
[21]WANG Y Y, WU Y, FAN X Y, et al. Study of the temperature dependence of the uniaxial creep property of similar material of new soft rock[J]. IOP Conference Series: Earth and Environmental Science, 2017, 93: 012022.
[22]任 松,郭松涛,姜德义,等.盐岩蠕变相似模型及相似材料研究[J].岩土力学,2011,32(增1):106-110.
REN Song, GUO Songtao, JIANG Deyi, et al. Study of creep similar model and creep equivalent material of salt rock[J]. Rock and Soil Mechanics, 2011, 32(S1): 106-110.
[23]王永岩,李 媛.软岩流变模型实验相似准则的推演及应用[J].辽宁工程技术大学学报(自然科学版),2012, 31(3):354-357.
WANG Yongyan, LI Yuan. Deduction and application of similarity criteria in soft rock rheological model experiment[J].Journal of Liaoning Technical University(Natural Science), 2012, 31(3): 354-357.
[24]杨 旭,苏定立,周 斌,等.红层软岩模型试验相似材料的配比试验研究[J].岩土力学,2016,37(8):2231-2237.
YANG Xu, SU Dingli, ZHOU Bin, et al. Experiment study on similarity ratio of similar material for model test on red-bed soft rock[J]. Rock and Soil Mechanics, 2016, 37(8): 2231-2237.
[25]储昭飞,刘保国,孙景来,等.基于Burgers模型的软岩流变相似材料的研究[J].岩石力学与工程学报,2018,37(5):1185-1198.
CHU Zhaofei, LIU Baoguo, SUN Jinglai, et al. Research on rheological similar material of soft rock based on Burgers model[J].Chinese Journal of Rock Mechanics and Engineering, 2018, 37(5): 1185-1198.
[26]GHAZY M E, ABDOUN T, DOBRY R, et al. Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand[J]. Soil Dynamics and Earthquake Engineering, 2024, 185: 108906.
[27]刘汉香.基于振动台试验的岩质斜坡地震动力响应规律研究[D].成都:成都理工大学,2014.
LIU Hanxiang. Seismic responses of rock slopes in a shaking table test[D]. Chengdu: Chengdu University of Technology, 2014.
[28]侯玮华,董 杉,张奇华,等.地震荷载下唐家山滑坡动力响应特征及破坏机理研究[J].甘肃科学学报,2024,36(4):1-8,25.
HOU Weihua, DONG Shan, ZHANG Qihua, et al. Research on dynamic response characteristics and failure mechanism of Tangjiashan landslide under seismic load[J]. Journal of Gansu Science, 2024, 36(4): 1-8, 25.
[29]GAO X, JIA J, BAO X, et al. Shaking table model tests and stability analysis of slopes reinforced with new anti-seismic anchor cables[J]. KSCE Journal of Civil Engineering, 2024, 28(11): 4973-4989.
[30]HU H, BAO Y, GUO X. Seismic fragility analysis of slopes based on large-scale shaking table model tests[J]. Engineering Geology, 2024: 107479.
[31]陈 魁.应用概率统计[M].北京:清华大学出版社,2000.
CHEN Kui. Applied probability statistics[M]. Beijing: Tsinghua University Press, 2000.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2024-10-22
基金项目:国家自然科学基金青年科学基金项目(42307217); 新疆阿乌阿公路发展有限责任公司科研项目(AWAGSGCJS-23-ZXFWHT-003)
通信作者:陆慧裕(1981-),男,高级工程师,E-mail:34151634@qq.com。
更新日期/Last Update: 2025-11-25