메뉴 건너뛰기




Volumn 29, Issue 2, 2010, Pages 328-335

Study of scale effect on stress and deformation of rockfill

Author keywords

Creep of rockfill; Gradation; Hydraulic project; Large scale triaxial test; Rockfill; Scale effect; Stress and deformation

Indexed keywords

HYDRAULIC PROJECTS; ROCK FILLS; SCALE EFFECTS; STRESS AND DEFORMATION; TRIAXIAL TEST;

EID: 77949897021     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (36)

References (17)
  • 1
    • 10344237190 scopus 로고    scopus 로고
    • Development of study of a large scale triaxial test of coarse-grained materials
    • Chinese source
    • LIU Mengcheng, GAO Yufeng, LIU Hanlong, et al. Development of study of a large scale triaxial test of coarse-grained materials[J]. Rock and Soil Mechanics, 2002, 23(2): 217-221.(in Chinese)
    • (2002) Rock and Soil Mechanics , vol.23 , Issue.2 , pp. 217-221
    • Liu, M.1    Gao, Y.2    Liu, H.3
  • 2
    • 0004072997 scopus 로고
    • Strength and deformation characteristics of rockfill materials
    • Chinese source. Berkeley: University of California
    • MARACHI N D, CHAN C K, SEED H B, et al. Strength and deformation characteristics of rockfill materials[R]. Berkeley: University of California, 1969.
    • (1969)
    • Marachi, N.D.1    Chan, C.K.2    Seed, H.B.3
  • 3
    • 77949905494 scopus 로고    scopus 로고
    • Chinese source. Japanese Society of Soil Mechanics and Foundation Engineering. Guo X. and Wen D. (transl.). Beijing: China Water Power Press
    • Japanese Society of Soil Mechanics and Foundation Engineering. Field compaction of coarse-grained materials[M]. Translated by GUO Xiling, WEN Dan. Beijing: China Water Power Press, 1998.(in Chinese)
    • (1998) Field Compaction of Coarse-Grained Materials
  • 4
    • 77949889140 scopus 로고
    • On the development of the study of coarse grain soil behaviors
    • Chinese source
    • QU Zhijiong. On the development of the study of coarse grain soil behaviors[J]. Journal of Sichuan University (Engineering Science), 1985, (4): 150-156.(in Chinese)
    • (1985) Journal of Sichuan University (Engineering Science) , Issue.4 , pp. 150-156
    • Qu, Z.1
  • 5
    • 48549093341 scopus 로고
    • Deformation characteristics and reduced scale effect of coarse-grained materials
    • Chinese source
    • WANG Jizhuang. Deformation characteristics and reduced scale effect of coarse-grained materials[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(4): 89-95.(in Chinese)
    • (1994) Chinese Journal of Geotechnical Engineering , vol.16 , Issue.4 , pp. 89-95
    • Wang, J.1
  • 6
    • 34248370149 scopus 로고    scopus 로고
    • Strength and deformation properties of transition zone material of Xiaolangdi dam and scale effect
    • Chinese source
    • LI Nenghui, ZHU Tie, MI Zhankuan. Strength and deformation properties of transition zone material of Xiaolangdi dam and scale effect[J]. Water Resources and Power, 2001, 19(2): 39-42.(in Chinese)
    • (2001) Water Resources and Power , vol.19 , Issue.2 , pp. 39-42
    • Li, N.1    Zhu, T.2    Mi, Z.3
  • 7
    • 77949897683 scopus 로고    scopus 로고
    • Study of scale effect of large-scale triaxial test of coarse-grained materials
    • Chinese source
    • LI Chong, HE Changrong, WANG Chen, et al. Study of scale effect of large-scale triaxial test of coarse-grained materials[J]. Rock and Soil Mechanics, 2008, 29(Supp.1): 563-566.(in Chinese)
    • (2008) Rock and Soil Mechanics , vol.29 , Issue.SUPPL.1 , pp. 563-566
    • Li, C.1    He, C.2    Wang, C.3
  • 8
    • 15344349294 scopus 로고
    • Chinese source. Wuhan: Huazhong University of Science and Technology Press
    • FU Zhi'an, FENG Jiaji. Concrete faced rockfill dam[M]. Wuhan: Huazhong University of Science and Technology Press, 1993.(in Chinese)
    • (1993) Concrete Faced Rockfill Dam
    • Fu, Z.1    Feng, J.2
  • 11
    • 63349093302 scopus 로고    scopus 로고
    • Stochastic granule discontinuous deformation model of rockfill and its application
    • Chinese source
    • ZHOU Wei, CHANG Xiaolin, ZHOU Chuangbing, et al. Stochastic granule discontinuous deformation model of rockfill and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(3): 491-499.(in Chinese)
    • (2009) Chinese Journal of Rock Mechanics and Engineering , vol.28 , Issue.3 , pp. 491-499
    • Zhou, W.1    Chang, X.2    Zhou, C.3
  • 12
    • 0036621452 scopus 로고    scopus 로고
    • Numerical simulation of frictional contact problems in large deformation and its application
    • Chinese source
    • CAI Zhongyi, LI Mingzhe, CHEN Qingmin. Numerical simulation of frictional contact problems in large deformation and its application[J]. Chinese Journal of Applied Mechanics, 2002, 19(2): 1-4.(in Chinese)
    • (2002) Chinese Journal of Applied Mechanics , vol.19 , Issue.2 , pp. 1-4
    • Cai, Z.1    Li, M.2    Chen, Q.3
  • 15
    • 33745747269 scopus 로고    scopus 로고
    • Theory and application of rheological constitutive model on high concrete face rockfill dam
    • Chinese source. Ph. D. Thesis. Wuhan: Wuhan University
    • ZHOU Wei. Theory and application of rheological constitutive model on high concrete face rockfill dam[Ph. D. Thesis][D]. Wuhan: Wuhan University, 2004.(in Chinese)
    • (2004)
    • Zhou, W.1
  • 16
    • 34249288795 scopus 로고    scopus 로고
    • Analysis of rheology mechanism and study method of rockfill
    • Chinese source
    • WANG Yong. Analysis of rheology mechanism and study method of rockfill[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(4): 526-530.(in Chinese)
    • (2000) Chinese Journal of Rock Mechanics and Engineering , vol.19 , Issue.4 , pp. 526-530
    • Wang, Y.1
  • 17
    • 34247237245 scopus 로고    scopus 로고
    • Study of rheological convergence mechanism of high concrete face rockfill dam with consideration of rockfill arch action
    • Chinese source
    • ZHOU Wei, CHANG Xiaolin, HU Ying, et al. Study of rheological convergence mechanism of high concrete face rockfill dam with consideration of rockfill arch action[J]. Rock and Soil Mechanics, 2007, 28(3): 604-608.(in Chinese)
    • (2007) Rock and Soil Mechanics , vol.28 , Issue.3 , pp. 604-608
    • Zhou, W.1    Chang, X.2    Hu, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.