Citation: | LUO Fei, HE Junlin, ZHU Zhanyuan, et al., 2018. A STUDY ON NONLINEAR CONSTITUTIVE MODEL OF FROZEN SAND CONSIDERING PARTICLE BREAKAGE. Journal of Geomechanics, 24 (6): 871-878. DOI: 10.12090/j.issn.1006-6616.2018.24.06.091 |
[1] |
屈智炯.土的细观结构与力学性关系的研究进展[J].水电站设计, 1993, 9(3):77~81. http://www.cqvip.com/Main/Detail.aspx?id=1172182
QU Zhijiong. Research progress on the relationship between soil microstructure and mechanical properties[J]. Design of Hydroelectric Power Station, 1993, 9(3):77~81. (in Chinese) http://www.cqvip.com/Main/Detail.aspx?id=1172182
|
[2] |
Lee K L, Seed H B. Drained strength characteristics of sands[J]. Journal of the Soil Mechanics and Foundations Division, 1967, 93(6):117~141. http://cn.bing.com/academic/profile?id=b04cc251d41a643515143f9b4ab4a7b0&encoded=0&v=paper_preview&mkt=zh-cn
|
[3] |
Vesic A S, Clough G W. Behavior of granular materials under high stresses[J]. Journal of Soil Mechanics & Foundations Div, 1968, 94(3):661~688. http://cn.bing.com/academic/profile?id=9cf8480c204047368e5b4313c99f1286&encoded=0&v=paper_preview&mkt=zh-cn
|
[4] |
杨礼宁, 姜振泉, 张卫强, 等.高温作用后砂岩力学性质研究[J].地震工程学报, 2016, 38(2):299~302. doi: 10.3969/j.issn.1000-0844.2016.02.0299
YANG Lining, JIANG Zhenquan, ZHANG Weiqiang, et al. Mechanical properties of sandstone after high temperature[J]. China Earthquake Engineering Journal, 2016, 38(2):299~302. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-0844.2016.02.0299
|
[5] |
郭庆国.关于粗粒土抗剪强度特性的试验研究[J].水利学报, 1987, (5):59~65. doi: 10.3321/j.issn:0559-9350.1987.05.009
GUO Qingguo. Experimental study on shear strength characteristics of coarse-grained soil[J]. Journal of Hydraulic Engineering, 1987, (5):59~65. (in Chinese) doi: 10.3321/j.issn:0559-9350.1987.05.009
|
[6] |
蒙进, 屈智炯.高压下冰碛土的颗粒破碎及应力应变关系[J].成都科技大学学报, 1989, (1):17~22, 56. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=SCLH198901002&dbname=CJFD&dbcode=CJFQ
MENG Jin, QU Zhijiong. Stress-strain behaviour of glacial till under high confining pressure[J]. Journal of Chengdu University of Science and Technology, 1989, (1):17~22, 56. (in Chinese with English abstract) http://kns.cnki.net/KCMS/detail/detail.aspx?filename=SCLH198901002&dbname=CJFD&dbcode=CJFQ
|
[7] |
汪稔, 孙吉主.钙质砂不排水性状的损伤-滑移耦合作用分析[J].水利学报, 2002, 33(7):75~78. doi: 10.3321/j.issn:0559-9350.2002.07.013
WANG Ren, SUN Jizhu. Damage-slide coupled interaction behavior of undrained calcareous sand[J]. Journal of Hydraulic Engineering, 2002, 33(7):75~78. (in Chinese with English abstract) doi: 10.3321/j.issn:0559-9350.2002.07.013
|
[8] |
Chavez C, Alonso E E. A constitutive model for crushed granular aggregates which includes suction effects[J]. Soils and Foundations. 2003, 43(4):215~227. doi: 10.3208/sandf.43.4_215
|
[9] |
Varadarajan A, Sharma K G, Abbas S M, et al. Constitutive model for rockfill materials and determination of material constants[J]. International Journal of Geomechanics, 2006, 6(4):226~237. doi: 10.1061/(ASCE)1532-3641(2006)6:4(226)
|
[10] |
米占宽, 李国英, 陈铁林.考虑颗粒破碎的堆石体本构模型[J].岩土工程学报, 2007, 29(12):1865~1869. doi: 10.3321/j.issn:1000-4548.2007.12.019
MI Zhankuan, LI Guoying, CHEN Tielin. Constitutive model for rockfill material considering grain crushing[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12):1865~1869. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.2007.12.019
|
[11] |
迟世春, 贾宇峰.土颗粒破碎耗能对罗维剪胀模型的修正[J].岩土工程学报, 2005, 27(11):1266~1269. doi: 10.3321/j.issn:1000-4548.2005.11.006
CHI Shichun, JIA Yufeng. Rowe's stress-dilatancy model modified for energy dissipation of particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11):1266~1269. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.2005.11.006
|
[12] |
Rowe P W. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact[J]. Proceedings of the Royal Society A:Mathematical, Physical and Engineering Sciences, 1962, 269(1339):500~527. doi: 10.1098/rspa.1962.0193
|
[13] |
李兆明.考虑颗粒破碎的粗粒土本构模型[D].大连: 大连理工大学, 2007.
LI Zhaoming. Constitutive model for coarse granular soil incorporating particle breakage[D]. Dalian: Dalian University of Technology, 2007. (in Chinese with English abstract)
|
[14] |
马巍, 吴紫汪, 常小晓, 等.围压作用下冻结砂土微结构变化的电镜分析[J].冰川冻土, 1995, 17(2):152~158. http://www.cnki.com.cn/Article/CJFDTOTAL-BCDT502.008.htm
MA Wei, WU Ziwang, CHANG Xiaoxiao, et al. Analysis of microstructural changes in frozen sandy soil under confining pressures using scaning electronic microscope[J]. Journal of Glaciology and Geocryology, 1995, 17(2):152~158. (in Chinese with English abstract) http://www.cnki.com.cn/Article/CJFDTOTAL-BCDT502.008.htm
|
[15] |
马玲, 齐吉琳, 余帆, 等.冻结砂土三轴试验中颗粒破碎研究[J].岩土工程学报, 2015, 37(3):544~550. http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201503020
MA Ling, QI Jilin, YU fan, et al. Particle crushing of frozen sand under triaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3):544~550. (in Chinese with English abstract) http://d.old.wanfangdata.com.cn/Periodical/ytgcxb201503020
|
[16] |
郑郧, 马巍, 邴慧.冻融循环对土结构性影响的机理与定量研究方法[J].冰川冻土, 2015, 37(1):132~137. http://d.old.wanfangdata.com.cn/Periodical/bcdt201501014
ZHENG Yun, MA Wei, BING Hui. Impact of freezing and thawing cycles on the structures of soil and a quantitative approach[J]. Journal of Glaciology and Geocryology, 2015, 37(1):132~137. (in Chinese with English abstract) http://d.old.wanfangdata.com.cn/Periodical/bcdt201501014
|
[17] |
Legay J M. Du sac de billes au tas de sable Etienne Guyon, Jean-Paul Tioadec Odile Jacob, Paris, 1994, 236 p., 140 F.[J]. Natures Sciences Sociétés, 1997, 5(2):77.
|
[18] |
张建民.砂土的可逆性和不可逆性剪胀规律[J].岩土工程学报, 2000, 22(1):12~17. doi: 10.3321/j.issn:1000-4548.2000.01.002
ZHANG Jianmin. Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1):12~17. (in Chinese with English abstract) doi: 10.3321/j.issn:1000-4548.2000.01.002
|
[19] |
Ueng T S, Chen T J. Energy aspects of particle breakage in drained shear of sands[J]. Géotechnique, 2000, 50(1):65~72. doi: 10.1680/geot.2000.50.1.65
|
[20] |
Höeg K, Prévost J H. Soil mechanics and plasticity analysis of strain softening[J]. Géotechnique, 1975, 25(2):279~297. doi: 10.1680/geot.1975.25.2.279
|
[21] |
沈珠江.考虑剪胀性的土和石料的非线性应力应变模式[J].水利水运科学研究, 1986, (4):1~14. http://www.cnki.com.cn/Article/CJFDTOTAL-SLSY198604000.htm
SHEN Zhujiang. A nonlinear dilatant stress-strain model for soil and rock materials[J]. Hydro-Science and Engineering, 1986, (4):1~14. (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-SLSY198604000.htm
|