|
|
|
| Research progress on static properties and laboratory testing technology of coarse-grained soil |
| GUO Wanli1,ZHU Jungao2,WANG Junjie3,LU Yang4,5 |
| (1. Geotechnical Engineering Department,Nanjing Hydraulic Research Institute,Nanjing,Jiangsu 210024,China;2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing,Jiangsu 210098,China;3. Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education,Chongqing Jiaotong University,Chongqing 400074,China;4. Key Laboratory of Construction and Safety of Water Engineering of the Ministry of Water Resources,China Institute of Water Resources and Hydropower Research,Beijing 100038,China;5. College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing,Jiangsu 210098,China) |
|
|
|
|
Abstract Coarse-grained soil is a widely used soil material,which has the characteristics of easily broken particles,and the research on its mechanical properties and laboratory testing technology is of great importance. The static properties research progress of laboratory testing technology of coarse-grained soil are summarized,and the static properties including particle breaking rule,critical state,dilatancy characteristics,and the law of the scale effect. The analysis shows that particle breakage and the scale effect will significantly affect the mechanical properties of coarse grained soil,and there are still differences in the understanding of critical state and dilation characteristics. In terms of the laboratory testing technology,in order to increase the tested particle size,and reduce the influence of the scale effect,many kinds of large and ultra-large laboratory test instruments have been used,which can carry out the test under wider gradation,complex conditions of high stress state,variety of complex stress path,wind erosion degradation,coupled thermal-hydro-mechanical and etc. To explore the mechanical properties of coarse-grained soil under complex conditions has become the new research spot. On this basis,four suggestions and prospects are put forward for the research problems and directions of coarse-grained soil.
|
|
|
|
|
|
| [1] LEE K L,FARHOOMAND I. Compressibility and crushing of granular soil in anisotropic triaxial[J]. Canadian Geotechnical Journal,1976,4(1):68–86.
[2] BIAREZ J,HICHER P Y. Influence of grading and grain breakage induced grading change on themechanical behavior of granular materials[J]. French Journal of Civil Engineering,1997,1(4):607– 631.(in French))
[3] MARSAL R J. Large-scale testing of rockfills materials[J]. Journal of the Soil Mechanics and Foundation Engineering,ASCE,1967,93(2):27–44.
[4] HARDIN B O. Crushing of Soil Particles[J]. Journal of Geotechnical Engineering,1985,111(10):1 177–1 192.
[5] EINAV I. Breakage mechanics-part I:theory[J]. Journal of the Mechanics and Physics of Solids,2007,55(6):1 274–1 297.
[6] 尹振宇,许 强,胡 伟. 考虑颗粒破碎效应的粒状材料本构研究:进展及发展[J]. 岩土工程学报,2012,34(12):2 170–2 180.(YIN Zhenyu,XU Qiang,HU Wei. Constitutive relations for granular materials considering particle crushing:review and development[J]. Chinese Journal of Geotechnical Engineering,2012,34(12):2 170– 2 180.(in Chinese))
[7] 刘恩龙,覃燕林,陈生水,等. 堆石料的临界状态探讨[J]. 水利学报,2012,39(5):505–511.(LIU Enlong,TAN Yanlin,CHEN Shengshui,et al. Investigation on critical state of rockfill materials[J]. Journal of Hydraulic Engineering,2012,39(5):505–511.(in Chinese))
[8] 张季如,张弼文,胡 泳,等. 粒状岩土材料颗粒破碎演化规律的模型预测研究[J]. 岩石力学与工程学报,2016,35(9):1 898–1 905. (ZHANG Jiru,ZHANG Biwen,HU Yong,et al. Predicting the particle breakage of granular geomaterials[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(9):1 898–1 905.(in Chinese))
[9] 贾宇峰,王丙申,迟世春. 堆石料剪切过程中的颗粒破碎研究[J]. 岩土工程学报,2015,37(9):1 692–1 697.(JIA Yufeng,WANG Bingshen,CHI Shichun. Particle breakage of rockfill during triaxial tests[J]. Chinese Journal of Geotechnical Engineering,2015,37(9):1 692–1 697.(in Chinese))
[10] 蔡正银,李小梅,关云飞,等. 堆石料的颗粒破碎规律研究[J]. 岩土工程学报,2016,38(5):923–929.(CAI Zhengyin,LI Xiaomei,GUAN Yunfei,et al. Particle breakage rules of rockfill materials[J]. Chinese Journal of Geotechnical Engineering,2016,38(5):923– 929.(in Chinese))
[11] 石修松,程展林. 堆石料颗粒破碎的分形特性[J]. 岩石力学与工程学报,2010,29(增2):3 852–3 857.(SHI Xiusong,CHENG Zhanlin. Fractal behavior in crushing of rockfill material[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.2):3 852–3 857. (in Chinese))
[12] BUDDHIMA I,DENG S Q,SANJAY N. Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage[J]. Canadian Geotechnical Journal,2014,52(1):73–86.
[13] 郭万里,朱俊高,钱 彬,等. 粗粒土的颗粒破碎演化模型及其试验验证[J]. 岩土力学,2019,40(3):1 023–1 029.(GUO Wanli,ZHU Jungao,QIAN Bin,et al. Particle breakage evolution model of coarse-grained soil and its experimental verification[J]. Rock and Soil Mechanics,2019,40(3):1 023–1 029.(in Chinese))
[14] ZHU J G,GUO W L,WEN Y F,et al. New gradation equation and applicability for particle-size distributions of various soils[J]. Inter- national Journal of Geomechanics,2018,18(2):04017155.
[15] 黄茂松,姚仰平,尹振宇,等. 土的基本特性及本构关系与强度理论[J]. 土木工程学报,2016,49(7):9–35.(HUANG Maosong,YAO Yangping,YIN Zhenyu,et al. An overview on elementary mechanical behaviors,constitutive modeling and failure criterion of soils[J]. China Civil Engineering Journal,2016,49(7):9–35.(in Chinese))
[16] 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.(KONG Xianjing,LIU Jingmao,ZOU Degao,et al. Experimental study of particle breakage of Zipingpu rockfill material[J]. Rock and Soil Mechanics,2014,35(1):35–40.(in Chinese))
[17] WOOD D M,MAEDA K. Changing grading of soil: effect on critical states[J]. Acta Geotechnica,2008,3(1):3–14.
[18] XIAO Y,LIU H L,DING X M,et al. Influence of particle breakage on critical state line of rockfill material[J]. International Journal of Geomechanics,2016,16(1):04015031.
[19] XIAO Y,SUN Y F,HANIF K F. A particle-breakage critical state model for rockfill material[J]. Science China:Technological Sciences,2015,58(7):1 125–1 136.
[20] 刘恩龙,陈生水,李国英,等. 堆石料的临界状态与考虑颗粒破碎的本构模型[J]. 岩土力学,2011,32(增2):148–154.(LIU Enlong,CHEN Shengshui,LI Guoying,et al. Critical state of rockfill materials and a constitutive model considering grain crushing[J]. Rock and Soil Mechanics,2011,32(Supp.2):148–154.(in Chinese))
[21] 米占宽,李国英,陈生水. 基于破碎能耗的粗颗粒料本构模型[J]. 岩土工程学报,2012,34(10):1 801–1 811.(MI Zhankuan,LI Guoying,CHEN Shengshui. Constitutive model for coarse granular materials based on breakage energy[J]. Chinese Journal of Geo- technical Engineering,2012,34(10):1 801–1 811.(in Chinese))
[22] 贾宇峰,迟世春,林 皋. 考虑颗粒破碎的粗粒土剪胀性统一本构模型[J]. 岩土力学,2010,31(5):1 381–1 388.(JIA Yufeng,CHI Shichun,LIN Gao. Dilataney unified constitutive model for coarse granular aggregates incorporating particle breakage[J]. Rock and Soil Mechanics,2010,31(5):1 381–1 388.(in Chinese))
[23] GUO W L,ZHU J G. Energy consumption of particle breakage and stress dilatancy in drained shear of rockfill materials[J]. Géotechnique Letters,2017,7(4):304–308.
[24] GUO W,ZHU J,SHI W,et al. Dilatancy equation for rockfill materials under three-dimensional stress conditions[J]. International Journal of Geomechanics,ASCE,2019,19(5):04019027.
[25] 郭万里. 粗粒土颗粒破碎演化规律及本构模型研究[博士学位论文][D]. 南京:河海大学,2018.(GUO Wanli. Study on the particle breakage evolution and constitutive model of coarse-grained soils[Ph. D. Thesis][D]. Nanjing:Hohai University,2018.(in Chinese))
[26] 朱俊高,刘 忠,翁厚洋,等. 试样尺寸对粗粒土强度及变形试验影响研究[J]. 四川大学学报:工程科学版,2012,44(6):92– 96.(ZHU Jungao,LIU Zhong,WENG Houyang,et al. Study on effect of specimen size upon strength and deformation behaviour of coarse-grained soil in triaxial test[J]. Journal of Sichuan University:Engineering Science,2012,44(6):92–96.(in Chinese))
[27] JIN Y F,WU Z X,YIN Z Y,et al. Estimation of critical state-related formula in advanced constitutive modeling of granular material[J]. Acta Geotechnica,2017,12(6):1–23.
[28] 丁树云,蔡正银,凌 华. 堆石料的强度与变形特性及临界状态研究[J]. 岩土工程学报,2010,32(2):248–252.(DING Shuyun,CAI Zhengyin,LING Hua. Strength and deformation characteristics and critical state of rock fill[J]. Chinese Journal of Geotechnical Engineering,2010,32(2):248–252.(in Chinese))
[29] 蔡正银,李小梅,韩 林,等. 考虑级配和颗粒破碎影响的堆石料临界状态研究[J]. 岩土工程学报,2016,38(8):1 357–1 364.(CAI Zhengyin,LI Xiaomei,HAN Lin,et al. Critical state of rockfill materials considering particle gradation and breakage[J]. Chinese Journal of Geotechnical Engineering,2016,38(8):1 357–1 364.(in Chinese))
[30] XIAO Y,LIU H,DING X,et al. Influence of particle breakage on critical state line of rockfill material[J]. International Journal of Geomechanics,2016,16(1):04015031.
[31] 武颖利,皇甫泽华,郭万里,等. 考虑颗粒破碎影响的粗粒土临界状态研究[J]. 岩土工程学报,2019,31(增1):1–4.(WU Yingli,HUANGFU Zehua,GUO Wanli,et al. Influence of particle breakage on the critical state of coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering,2019,31(Supp.1):1–4.(in Chinese))
[32] 孙海忠,黄茂松. 考虑颗粒破碎的粗粒土临界状态弹塑性本构模 型[J]. 岩土工程学报,2010,32(8):1 284–1 290.(SUN Haizhong,HUANG Maosong. Critical state elasto-plastic model for coarse granular aggregates incorporating particle breakage[J]. Chinese Journal of Geotechnical Engineering,2010,32(8):1 284–1 290.(in Chinese))
[33] 魏匡民,陈生水,李国英,等. 基于状态参数的筑坝粗粒土本构模型[J]. 岩土工程学报,2016,38(4):654–661.(WEI Kuangmin,CHEN Shengshui,LI Guoying,et al. Constitutive model for coarse- grained dam materials considering state parameter[J]. Chinese Journal of Geotechnical Engineering,2016,38(4):654–661.(in Chinese))
[34] NING F W,LIU J M,KONG X J,et al. Critical state and grading evolution of rockfill material under different triaxial compression tests[J]. International Journal of Geomechanics,2020,20(2):04019154.
[35] YIN Z Y,HICHER P Y,DANO C,et al. Modeling mechanical behavior of very coarse granular materials[J]. Journal of Engineering Mechanics,2017,143(1):C4016006.
[36] WANG Z L,DAFALIAS Y F,LI X S,et al. State pressure index for modeling sand behavior[J]. Journal of Geotechnical and Geoen- vironmental Engineering,2002,128(6):511–519.
[37] XIAO Y,LIU H L. Elastoplastic constitutive model for rockfill materials considering particle breakage[J]. International Journal of Geomechanics,2016,17(1):04016041.
[38] PARKIN A K. Settlement rate behaviour of some fill dams in Australia[C]// Proceeding of the 11th ICSMFE. San Francisco:[s. n.],1985:2 007–2 010.
[39] 沈珠江,左元明. 堆石料的流变特性试验研究[C]// 第六届土力学及基础工程学术会议论文集. 上海:同济大学出版社,1991:443–446.(SHEN Zhujiang,ZUO Yuanming. Experimental study on rheological properties of rockfill[C]// Proceedings of the sixth Conference on Soil Mechanics and Foundation Engineering. Shanghai: Tongji University Press,1991:443–446.(in Chinese))
[40] 程展林,丁红顺. 堆石料蠕变特性试验研究[J]. 岩土工程学报,2004,26(4):473–476.(CHENG Zhanlin,DING Hongshun. Creep test for rockfill[J]. Chinese Journal of Geotechnical Engineering,2004,26(4):473–476.(in Chinese))
[41] 王海俊,殷宗泽. 堆石流变试验及双屈服面流变模型的研究[J]. 岩土工程学报,2008,30(7):959–963.(WANG Haijun,YIN Zongze. Creep tests of rockfill and double-yield surface creep model[J]. Chinese Journal of Geotechnical Engineering,2008,30(7):959– 963.(in Chinese))
[42] 殷宗泽. 高土石坝的应力与变形[J]. 岩土工程学报,2009,31(1):1–14.(YIN Zongze. Stress and deformation of high earth and rock-fill dams[J]. Chinese Journal of Geotechnical Engineering,2009,31(1):1–14.(in Chinese))
[43] 姚仰平,黄 冠. 考虑堆石料破碎影响的黏弹塑性本构模型[J]. 工业建筑,2010,40(3):71–76.(YAO Yangping,HUANG Guan. Visco- elasto-plastic constitutive model for rockfill considering particle crushing[J]. Industrial Construction,2010,40(3):71–76.(in Chinese))
[44] MCDOWELL G R,BONO J D. A new creep law for crushable aggregates[J]. Geotechnique Letters,2013,3(1):103–107.
[45] 王占军,陈生水,傅中志. 堆石料流变的黏弹塑性本构模型研究[J]. 岩土工程学报,2014,36(12):2 188–2 194.(WANG Zhanjun,CHEN Shenshui,FU Zhongzhi. Viscoelastic-plastic constitutive model for creep deformation of rockfill materials[J]. Chinese Journal of Geo- technical Engineering,2014,36(12):2 188–2 194.(in Chinese))
[46] SILVANI C,DéSOYER T,BONELLI S. Discrete modelling of time-dependent rockfill behavior[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2010,33(5):665–685.
[47] KONG Y,XU M,SONG E. An elastic-viscoplastic double- yield-surface model for coarse-grained soils considering particle breakage[J]. Computers and Geotechnics,2017,85:59–70.
[48] CHEN W,ZHANG J W,PENG H. Creep properties of rockfill materials with fractal structure in mass[J]. Electronic Journal of Geotechnical Engineering,2014,19:2 713–2 722.
[49] 王振兴,迟世春,王 峰. 堆石料流变试验的颗粒破碎研究[J]. 水利与建筑工程学报,2012,10(5):103–106.(WANG Zhenxing,CHI Shichun,WANG Feng. Experimental study for rheological particle breakage of rockfill materials[J]. Journal of Water Resources and Architectural Engineering,2012,10(5):103–106.(in Chinese))
[50] 姜景山,程展林,左永振,等. 粗粒土CT三轴流变试验研究[J]. 岩土力学,2014,35(9):2 507–2 514.(JIANG Jingshan,CHENG Zhanlin,ZUO Yongzhen,et al. CT triaxial rheological test on coarse- grained soils[J]. Rock and Soil Mechanics,2014,35(9):2 507– 2 514.(in Chinese))
[51] 王占军,陈生水,傅中志,等. 堆石料的剪胀特性与广义塑性本构模型[J]. 岩土力学,2015,36(7):1 931–1 938.(WANG Zhanjun,CHEN Shengshui,FU Zhongzhi,et al. Dilatancy behaviors and generalized plasticity constitutive model of rockfill materials[J]. Rock and Soil Mechanics,2015,36(7):1 931–1 938.(in Chinese))
[52] 姚仰平,黄 冠,王乃东,等. 堆石料的应力–应变特性及其三维破碎本构模型[J]. 工业建筑,2011,41(9):12–17.(YAO Yangping,HUANG Guan,WANG Naidong,et al. Stress-strain characteristic and three-dimensional constitutive model of rockfill considering crushing[J]. Industrial Construction,2011,41(9):12–17.(in Chinese))
[53] 张丙印,贾延安,张宗亮. 堆石体修正Rowe剪胀方程与南水模 型[J]. 岩土工程学报,2007,29(10):1 443–1 448.(ZHANG Binyin, JIA Yanan,ZHANG Zongliang. Modified Rowe′s dilatancy law of rockfill and Shen Zhujiang′s double yield surfaces elastoplastic model[J]. Chinese Journal of Geotechnical Engineering,2007,29(10):1 443–1 448.(in Chinese))
[54] 凌 华,傅 华,韩华强. 粗粒土强度和变形的级配影响试验研 究[J]. 岩土工程学报,2017,39(增1):12–16.(LING Hua,FU Hua,HAN Huaqiang. Experimental study on effects of gradation on strength and deformation of coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering,2017,39(Supp.1):12–16.(in Chinese))
[55] VARADARAJAN A,SHARMA K G,VENKATACHALAM K,et al. Testing and modeling two rockfill materials[J]. Journal of Geotechnical and Geoenvironmental Engineering,2003,129(3):206–218.
[56] GUPTA A K. Effects of particle size and confining pressure on breakage factor of rockfill materials using medium triaxial test[J]. Journal of Rock Mechanics and Geotechnical Engineering,2016, 8(3):378–388.
[57] 郭万里,朱俊高,温彦锋. 对粗粒料4种级配缩尺方法的统一解 释[J]. 岩土工程学报,2016,38(8):1 473–1 480.(GUO Wanli,ZHU Jungao,WEN Yanfeng. A unified description for four grading scale methods of coarse aggregate[J]. Chinese Journal of Geotechnical Engineering,2016,38(8):1 473–1 480.(in Chinese))
[58] 吴二鲁,朱俊高,郭万里,等. 基于级配方程的粗粒料压实特性试验研究[J]. 岩土力学,2019. https://doi.org/10.16285/jrsm.2018.2358. (WU Erlu,ZHU Jungao,GUO Wanli,et al. Experimental study on the compaction properties of coarse-grained soil based on gradation equation[J]. Rock and Soil Mechanics,2019. https://doi.org/10.16285/ jrsm.2018.2358.(in Chinese))
[59] 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,2019,41(2):255–261.(KONG Xianjing,NING Fanwei,LIU Jingmao,et al. Scale effect of rockfill materials using super-large triaxial tests[J]. Chinese Journal of Geotechnical Engineering,2019,41(2):255–261.(in Chinese))
[60] 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.(CHEN Shengshui,LING Hua,MI Zhankuang,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))
[61] 蔡正银,茅加峰,傅 华,等. NHRI﹣4000型高性能大接触面直剪仪的研制[J]. 岩土工程学报,2010,28(9):1 319–1 322.(CAI Zhengyin,MAO Jiafeng,FU Hua,et al. Development of NHRI﹣4000 high performance with large contact surface direct shear apparatu[J]. Chinese Journal of Geotechnical Engineering,2010,28(9):1 319– 1 322.(in Chinese))
[62] 周小文,龚壁卫,丁红顺,等. 砾石垫层–混凝土接触面力学特性单剪试验研究[J]. 岩土工程学报,2005,27(8):876–880.(ZHOU Xiaowen,GONG Biwei,DING Hongshun,et al. Large-scale simple shear test on mechanical properties of interface between concrete face and gravel under layer[J]. Chinese Journal of Geotechnical Engineering,2005,27(8):876–880.(in Chinese))
[63] 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):1 941–1 947. (KONG Xianjing,LIU Jingmao,ZOU Degao. Scale effect of rockfill and multiple-scale triaxial test platform[J]. Chinese Journal of Geotechnical Engineering,2016,38(11):1 941–1 946.(in Chinese))
[64] 马 亮. 超大型三轴仪试样成型技术研究[硕士学位论文][D]. 大连:大连理工大学,2015.(MA Liang. Research of molding technology for the ultra-large scale triaxial apparatus sample[M. S. Thesis][D]. Dalian:Dalian University of Technology,2015.(in Chinese))
[65] 潘家军,程展林,江洎洧,等. 大型微摩阻土工真三轴试验系统及其应用[J]. 岩土工程学报,2019. http://kns.cnki.net/kcms/detail/ 32.1124.TU.20190312.1503.016.html.(PAN Jiajun,CHENG Zhanlin,JIANG Jiwei,et al. The large-scale low-friction geotechnical true tri-axial apparatus and its application[J]. Chinese Journal of Geotechnical Engineering,2019. http://kns.cnki.net/kcms/detail/32. 1124.TU.20190312.1503.016.html.(in Chinese))
[66] 朱俊高,陆阳洋,蒋明杰,等. 新型静止侧压力系数试验仪的研制与应用[J]. 岩土力学,2018,39(8):362–367.(ZHU Jungao,LU Yangyang,JIANG Mingjie,et al. Development and application of new apparatus for K0 test[J]. Rock and Soil Mechanics,2018,39(8):362– 367.(in Chinese))
[67] 朱俊高,蒋明杰,陆阳洋,等. 应力状态对粗颗粒土静止侧压力系数影响试验研究[J]. 岩土力学,2019,30(3):827–833.(ZHU Jungao,JIANG Mingjie,LU Yangyang,et al. Experimental study on influence of stress state on at-rest earth pressure coefficient for coarse grained soil[J]. Rock and Soil Mechanics,2019,30(3):827–833.(in Chinese))
[68] 赵瑞斌,陈静静,毕 铭,等. 基于GCTS空心圆柱扭剪仪的四向振动模拟SV波斜入射动力分析[J]. 天津城建大学学报,2017,23(6):411–417.(ZHAO Ruibin,CHEN Jingjing,BI Ming,et al. Dynamic analysis of oblique incidence of simulated SV wave based on GCTS Hollow Cylindrical Shear[J]. Journal of Tianjin Chengjian University,2017,23(6):411–417.(in Chinese))
[69] 孙国亮,孙 逊,张丙印. 堆石料风化试验仪的研制及应用[J]. 岩土工程学报,2009,31(9):1 462–1 466.(SUN Guoliang,SUN Xun,ZHANG Bingyin. Development and application of weathering test apparatus for rockfill[J]. Chinese Journal of Geotechnical Engineering, 2009,31(9):1 462–1 466.(in Chinese))
[70] 张其光,张丙印,孙国亮,等. 堆石料风化过程中的抗剪强度特 性[J]. 水力发电学报,2016,35(11):112–119.(ZHANG Qiguang,ZHANG Bingyin,SUN Guoliang,et al. Shear strength characteristic of weathering rockfill[J]. Journal of Hydroelectric Engineering,2016,35(11):112–119.(in Chinese))
[71] 陈 涛,保其长,王 伟,等. 冻融循环下堆石料变形特性与抗剪强度试验研究[J]. 水力发电学报,2019,38(3):135–141.(CHEN Tao,BAO Qichang,WANG Wei,et al. Experimental study on deformation characteristics and shear strength of rockfill under freeze- thaw cycles[J]. Journal of Hydroelectric Engineering,2019,38(3):135–141.(in Chinese))
[72] 石北啸,蔡正银,陈生水. 温度变化对堆石料变形影响的试验研 究[J]. 岩土工程学报,2016,38(增2):299–305.(SHI Beixiao,CAI Zhengyin,CHEN Shengshui. Experiments on influence of temperature on deformation of rock fills[J]. Chinese Journal of Geotechnical Engineering,2016,38(Supp.2):299–305.(in Chinese))
[73] MAO H,LIU S. Development of a large temperature-controlled triaxial device for rockfill materials[C]// Proceedings of China- Europe Conference on Geotechnical Engineering. Cham:Springer,2018:574–577.
[74] 程展林,左永振,丁红顺. CT技术在岩土试验中的应用研究[J]. 长江科学院院报,2011,28(3):33–38.(CHENG Zhanlin,ZUO Yongzhen,DING Hongshun. Application of CT technology in geotechnical mechanics[J]. Journal of Yangtze River Sdentific Research Institute,2011,28(3):33–38.(in Chinese))
|
|
|
|