Citation: | FU Zhongzhi, WANG Li'an, CHEN Jinyi, ZHANG Yijiang. Constitutive model for interface between concrete slab and rockfill and its application[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(11): 2305-2313. DOI: 10.11779/CJGE20230758 |
[1] |
International Commission on Large Dams. Concrete Face Rockfill Dams, Concepts for Design and Construction[M]. Beijing: China Water Power Press, 2010.
|
[2] |
SOBRINHO J A, XAVIER L V, ALBERTONI S C, et al. Performance and concrete face repair at Campos Novos[J]. Hydropower and Dams, 2007, 14(2): 39-42.
|
[3] |
YANG Z Y, ZHOU J P, WANG F Q. Technical Progress of High Concrete Face Rockfill Dam. [C]// Proceedings of 2nd International Symposium on Rockfill Dams. Brazil: Rio de Janeiro, 2011.
|
[4] |
贾金生, 郦能惠, 徐泽平, 等. 高混凝土面板坝安全关键技术研究[M]. 北京: 中国水利水电出版社, 2014.
JIA Jinsheng, LI Nenghui, XU Zeping, et al. Study on Key Technology for the Safety of High CFRDs[M]. Beijing: China Water & Power Press, 2014. (in Chinese
|
[5] |
徐泽平. 混凝土面板堆石坝关键技术与研究进展[J]. 水利学报, 2019, 50(1): 62-74.
XU Zeping. Research progresses and key technologies of CFRD construction[J]. Journal of Hydraulic Engineering, 2019, 50(1): 62-74. (in Chinese)
|
[6] |
程展林, 姜景山, 丁红顺, 等. 粗粒土非线性剪胀模型研究[J]. 岩土工程学报, 2010, 32(3): 460-467. http://cge.nhri.cn/article/id/12415
CHENG Zhanlin, JIANG Jingshan, DING Hongshun, et al. Nonlinear dilatancy model for coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 460-467. (in Chinese) http://cge.nhri.cn/article/id/12415
|
[7] |
沈珠江. 理论土力学[M]. 北京: 中国水利水电出版社, 2000.
SHEN Zhujiang. Theoretical Soil Mechaics[M]. Beijing: China Water Power Press, 2000. (in Chinese)
|
[8] |
XIAO Y, LIU H L, YANG G, et al. A constitutive model for the state-dependent behaviors of rockfill material considering particle breakage[J]. Science China Technological Sciences, 2014, 57(8): 1636-1646. doi: 10.1007/s11431-014-5601-6
|
[9] |
FU Z Z, CHEN S S, LIU S H. Hypoplastic constitutive modelling of the wetting induced creep of rockfill materials[J]. Science China Technological Sciences, 2012, 55(7): 2066-2082. doi: 10.1007/s11431-012-4835-4
|
[10] |
GOODMAN R E, TAYLOR R L, BREKKE T L. A model for the mechanics of jointed rock[J]. Journal of the Soil Mechanics and Foundations Division, 1968, 94(3): 637-659. doi: 10.1061/JSFEAQ.0001133
|
[11] |
WAYNE C G, DUNCAN J M. Finite element analyses of retaining wall behavior[J]. Journal of the Soil Mechanics and Foundations Division, 1971, 97(12): 1657-1673. doi: 10.1061/JSFEAQ.0001713
|
[12] |
顾淦臣, 束一鸣, 沈长松. 土石坝工程经验与创新[M]. 北京: 中国电力出版社, 2004.
GU Ganchen, SHU Yiming, SHEN Changsong. Experience and Innovation of Earth and Rock Dam Engineering[M]. Beijing: China Electric Power Press, 2004. (in Chinese)
|
[13] |
刘京茂. 堆石料和接触面弹塑性本构模型及其在面板堆石坝中的应用研究[D]. 大连: 大连理工大学, 2015.
LIU Jingmao. Elasto-plastic Constitutive Models of Rockfill Material and Soil-structure Interface and Their Applications on Concrete-faced Rockfiil Dam[D]. Dalian: Dalian University of Technology, 2015. (in Chinese)
|
[14] |
ZHANG G, ZHANG J M. Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil[J]. Soils and Foundations, 2008, 48(2): 231-245. doi: 10.3208/sandf.48.231
|
[15] |
HU L M, PU J L. Testing and modeling of soil-structure interface[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(8): 851-860. doi: 10.1061/(ASCE)1090-0241(2004)130:8(851)
|
[16] |
GÓMEZ J E, FLIZ G M, EBELING R M. Extended hyperbolic model for sand-to-concrete interfaces[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(11): 993-1000. doi: 10.1061/(ASCE)1090-0241(2003)129:11(993)
|
[17] |
DE GENNARO V, FRANK R. Elasto-plastic analysis of the interface behaviour between granular media and structure[J]. Computers and Geotechnics, 2002, 29(7): 547-572. doi: 10.1016/S0266-352X(02)00010-1
|
[18] |
GHIONNA V N, MORTARA G. An elastoplastic model for sand-structure interface behaviour[J]. Geotechnique, 2002, 52(1): 41-50. doi: 10.1680/geot.2002.52.1.41
|
[19] |
EVGIN E, FAKHARIAN K. Effect of stress paths on the behaviour of sand-steel interfaces[J]. Canadian Geotechnical Journal, 1996, 33(6): 853-865. doi: 10.1139/t96-116-336
|
[20] |
XU B, ZOU D G, LIU H B. Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model[J]. Computers and Geotechnics, 2012, 43: 143-154. doi: 10.1016/j.compgeo.2012.03.002
|
[21] |
IRGENS F. Continuum Mechanics[M]. Berlin: Springer, 2008.
|
[22] |
杨启贵. 水布垭面板堆石坝筑坝技术[M]. 北京: 中国水利水电出版社, 2010.
YANG Qigui. Dam Construction Technology of Shuibuya Concrete Faced Rockfill Dam[M]. Beijing: China Water Power Press, 2010. (in Chinese)
|
[23] |
FU Z Z, CHEN S S, WEI K M. A generalized plasticity model for the stress-strain and creep behavior of rockfill materials[J]. Science China Technological Sciences, 2019, 62(4): 649-664. doi: 10.1007/s11431-018-9362-3
|
[24] |
丁林, 段国学, 徐昆振. 水布垭面板堆石坝面板变形及应力应变监测成果分析[J]. 水电与抽水蓄能, 2019, 5(6): 50-57, 86.
DING Lin, DUAN Guoxue, XU Kunzhen. Analysis on monitoring results of deformation, stress and strain of the face slab of Shuibuya CFRD[J]. Hydropower and Pumped Storage, 2019, 5(6): 50-57, 86. (in Chinese)
|
[1] | ZHANG Zhongjie, WANG Xiaoxiang, YU Jian, HUANG Maosong, WANG Haoran. Coupling effects of pressed caisson and uplift piles on surface settlement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 119-123. DOI: 10.11779/CJGE2024S20039 |
[2] | WU Min, HUANG Yinghao, YIN Hongbin, WANG Shuo, CHEN Yong, WANG Wenchong. Influences of typical inorganic flocculants on flocculation effects of dredging materials and quality of effluent water[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 79-83. DOI: 10.11779/CJGE2023S10021 |
[3] | YE Shuai-hua, FANG Guang-wen, CHEN Chang-liu, ZHANG Wen-li. Numerical and monitoring analyses of new reinforcement technology of frame with prestressed anchor-plates in high fill slope and its application[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 57-64. DOI: 10.11779/CJGE2018S1010 |
[4] | WANG Jing, LI Tao. Physical and mechanical properties of core and filter membrane for plastic vertical drains[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 125-129. DOI: 10.11779/CJGE2016S1023 |
[5] | LI Guo-wei, LIU Xue, HE Guan-jun, SIDI, WU Jian-tao. Connection of frame beams with anchor roads with GFRP and steel bars[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1990-1998. DOI: 10.11779/CJGE201611008 |
[6] | WANG Teng, YAN Meng. Numerical study on keying of suction embedded plate anchors[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 118-123. DOI: 10.11779/CJGE201601012 |
[7] | CHEN Lei, CHEN Guo-xing, MAO Kung-ming. 3D refined nonlinear analysis of seismic response characteristics of frame metro station under near-field strong ground motion of large earthquake[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 490-496. |
[8] | Stability analysis of consequent rock slopes using elastic-plastic plate theory[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8). |
[9] | ZHU Bitang, YANG Min, GUO Weidong. Pullout capacity of vertically-buried shallow anchor plates[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1236-1241. |
[10] | Ling Daosheng, Chen Yunmin, Ding Haojiang. Finite element analysis of arbitrary plates on ground[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 450-455. |