徐则民, 张倬元, 许强, 等. 九寨黄龙机场填方高边坡动力稳定性分析[J]. 岩石力学与工程学报, 2004, 23(11): 1883―1890. Xu Zemin, Zhang Zhuoyuan, Xu Qiang, et al. Dynamic stability analysis of high fill slope of Jiuzhai-Huanglong airfield [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11): 1883―1890. (in Chinese)
[2]
徐明, 陈金锋, 宋二祥. 陡坡寺中微风化料的大型三轴试验研究[J]. 岩土力学, 2010, 29(8): 2496―2500. Xu Ming, Chen Jinfeng, Song Erxiang. Large scale triaxial testing of Douposi moderately to slightly weathered fill [J]. Rock and Soil Mechanics, 2010, 29(8): 2496―2500. (in Chinese)
[3]
Masrsal R J. Large scale testing of rockfill materials [J]. Journal of Soil Mechanics and Foundations Division, ASCE, 1967, 93(2): 27―43.
[4]
Marachi N D, Chan C K, Seed H B. Evaluation of properties of rockfill materials [J]. Journal of Soil Mechanics and Foundation Division, ASCE, 1972, 98(1): 95―114.
[5]
Charles J A, Watts K S. The influence of confining pressure on the shear strength of compacted rockfill [J]. Geotechnique, 1980, 30(4): 353―367.
[6]
Charles J A. An appraisal of the influence of confining pressure envelope on slope stability [J]. Geotechnique, 1982, 32(4): 389―392.
[7]
Charles J A, Soares M M. The stability of slopes in soils with nonlinear failure envelopes [J]. Canadian Geotechnical Journal, 1984, 21(3): 397―406.
[8]
Charles J A, Soares M M. Stability of compacted rockfill slopes [J]. Geotechnique, 1984, 34(1): 61―70.
[9]
张新连, 宋二祥, 徐明. 块碎石强度非线性对山区高填方边坡稳定性的影响[J]. 工业建筑, 2010, 40(12): 65―69. Zhang Xinlian, Song Erxiang, Xu Ming. Influence of nonlinear strength of rockfill on slope stability of high fills in mountainous regions [J]. Industrial Construction, 2010, 40(12): 65―69. (in Chinese)
[10]
Maranha Das Neves E. Advances in rockfill structures [M]. Boston : Kluwer Academic, 1991.
[11]
Indraratna B, Wijewardena L S S, Balasubramaniam A S. Large-scale triaxial testing of greywacke rockfill [J]. Geotechnique, 1993, 43(1): 37―51.
[12]
Indraratna B, Ionescu D, Christie H D. Shear behavior of railway ballast based on large-scale triaxial tests [J]. Journal of Geotechnical and Geoenviromental Engineering, ASCE, 1998, 124(5): 439―448.
[13]
谢婉丽, 王家鼎, 张林洪. 土石粗粒料的强度和变形特性的试验研究[J]. 岩石力学与工程学报, 2005, 24(3): 430―437. Xie Wanli, Wang Jiading, Zhang Linhong. Testing study on characteristics of strength and deformation for coarse materials [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 430―437. (in Chinese)
[14]
刘萌成, 高玉峰, 刘汉龙. 应力路径条件下堆石料剪切特性大型三轴试验研究[J]. 岩石力学与工程学报, 2008, 27(1): 176―186. Liu Mengcheng, Gao Yufeng, Liu Hanlong. Study on shear behaviors of rockfill in large-scale triaxial tests under different stress paths [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 176―186. (in Chinese)
[15]
中华人民共和国水利部. SL237-1999 土工试验规程[S]. 北京: 中国水利水电出版社, 1999. Ministry of Water Resources, People’s Republic of China. SL237-1999 Specification of soil test [S]. Beijing: China Water Power Press, 1999. (in Chinese)
[16]
张丙印, 吕明治, 高莲士. 粗粒料大型三轴试验中橡皮膜嵌入量对体变的影响及校正[J]. 水利水电技术, 2003, 34(2): 30―33. Zhang Bingyin, Lu Mingzhi, Gao Lianshi. Correction of membrane penetration in large-scale triaxial tests for granular materials [J]. Water Resources and Hydropower Engineering, 2003, 34(2): 30―33. (in Chinese)
[17]
Duncan J M, Byrne P, Wong K. Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses [R]. Report No. UCB/GT/80-01, University of California, Berkeley, California, 1980.
[18]
中华人民共和国行业标准编写组. SL274-2001碾压式土石坝设计规范[S]. 北京: 中国水利水电出版社, 2001. The Professional Standards Compilation Group of People’s Republic of China. SL274-2001 Design code for rolled earth-rock fill dams [S]. Beijing: China Water Power Press, 2001. (in Chinese)
