[1] 奥兰多B安德斯兰德,布兰科洛达尼美. 冻土工程[M]. 2版. 杨让宏, 李 勇,译. 北京:中国建筑工业出版社, 2011 [2] DESAI C S, DRUMM E C, ZAMAN M M. Cyclic testing and modeling of interfaces[J]. Journ Geot Engng, ASCE,1985, 1116:793-815. [3] UESUGI M, KISHIDA H. Frictional resistance at yield between dry sand and mild steel[J]. Soils and Foundations, 1986,264:139-149. [4] 胡黎明,濮家骝. 土与结构物接触面物理力学特性试验研究[J]. 岩土工程学报, 2001,234:431-435. HU Li-ming, PU Jia-liu. Experimental study on mechanical characteristics of soil-structure interface[J]. Chinese Journal of Geotechnical Engineering, 2001, 234: 431-435. (in Chinese) [5] 张 嘎,张建民. 大型土与结构接触面循环加载剪切仪的研制及应用[J]. 岩土工程学报, 2003,252:149-153. ZHANG Ga, ZHANG Jian-min. Development and application of cyclic shear apparatus for soil-structure interface[J]. Chinese Journal of Geotechnical Engineering, 2003, 252: 149-153. (in Chinese) [6] FAKHARIAN K. Three-dimensional monotonic and cyclic behavior of sand-steel interfaces[D]. Ottawa: University of Ottawa, 1996. [7] 张建民,侯文峻,张 嘎,等. 大型三维土与结构接触面试验机的研制与应用[J]. 岩土工程学报, 2008,306:889-894. ZHANG Jian-min, HOU Wen-jun, ZHANG Ga, et al. Development and application of 3D soil-structure interface test apparatus[J]. Chinese Journal of Geotechnical Engineering, 2008, 306 [8] 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, 2005,278:876-880. ZHOU Xiao-wen, GONG Bi-wei, DING Hong-shun, et al. Large-scale simple shear test on mechanical properties of interface between concrete face and gravel underlayer[J]. Chinese Journal of Geotechnical Engineering, 2005, 278 [9] 王 伟,卢廷浩,宰金珉. 土与混凝土接触面反向剪切单剪试验[J]. 岩土力学, 2009,305:1303-1306. WANG Wei, LU Ting-hao, ZAI Jin-min. Negative shear test on soil-concrete interface using simple shear apparatus[J]. Rock and Soil Mechanics, 2009, 305: 1303-1306. (in Chinese) [10] 李永波,张鸿儒,全克江. 冻土-桩动力相互作用模型试验系统研制[J]. 岩土工程学报, 2012,344:774-780. LI Yong-bo, ZHANG Hong-ru, QUAN Ke-jiang. Development of model test system for dynamic frozen soil-pile interaction[J]. Chinese Journal of Geotechnical Engineering, 2012, 344: 774-780. (in Chinese) [11] DEJONG Jason T, WESTGATE Zachary J. Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior[J]. Journal of Geotechnicaland Geoenvironmental Engineering, 2009,13511:1646-1660.