[1]张明义, 白晓宇, 高强, 等. 黏性土中桩–土界面受力机制室内试验研究[J]. 岩土力学, 2017, 38(8): 2167-2174.(Zhang Mingyi, Bai Xiaoyu, Gao Qiang, et al. Experimental study on interfacial bearing mechanism of piles in cohesive soil[J]. Rock and Soil Mechanics, 2017, 38(8): 2167-2174. (in Chinese))
[2]Chen X, Zhang J, Xiao Y, et al. Effect of roughness on shear behavior of red clay-concrete interface in large-scale direct shear tests[J]. Canadian Geotechnical Journal, 2015, 52(8): 1122-1135.
[3]张硕, 叶冠林, 甄亮, 等. 考虑小应变下刚度衰减特征的软土本构模型[J]. 上海交通大学学报, 2019, 53(5): 535-539.(Zhang Shuo, Ye Guanlin, Zeng Liang, et al. Soft soil constitutive model considering stiffness attenuation characteristics under small strains[J]. Journal of Shanghai Jiaotong University, 2019, 53(5): 535-539. (in Chinese))
[4]Mirzaghorbanali A, Nemcik J, Aziz N. Effects of shear rate on cyclic loading shear behaviour of rock joints under constant normal stiffness conditions[J]. Rock Mechanics and Rock Engineering, 2014, 47(5): 1931-1938.
[5]Xiao S,Suleiman M T, Elzeiny R, et al. Soil-concrete interface properties subjected to temperature changes and cycles using direct shear tests[A]// Geotechnical Frontiers 2017[C]. ASCE Library, 2017: 175-183.
[6]Hossain M A, Yin J H. Behavior of a pressure-grouted soil-cement interface in direct shear tests[J]. International Journal of Geomechanics, 2013, 14(1): 101-109.
[7]王永洪,刘俊伟,张明义,等.大型土与结构相互作用恒刚度直剪试验装置研究[J].地下空间与工程学报,2019,15(6):1667-1673.(Wang Yonghong,Liu Junwei,Zhang Mingyi,et al.Development of a large-scale direct shear test apparatus with constant normal stiffness for pile-soil interface[J].Chinese Journal of Underground Space and Engineering,2019,15(6):1667-1673.(in Chinese))
[8]王永洪,张明义,刘俊伟,等.基于非饱和黏性土桩土界面剪切特性试验研究[J].地下空间与工程学报,2019,15(5):1468-1474.(Wang Yonghong,Zhang Mingyi,Liu Junwei,et al.Experimental research on shear characteristics of pile-soil interface in unsaturated clayey soil[J].Chinese Journal of Underground Space and Engineering,2019,15(5):1468-1474.(in Chinese))
[9]李梦瑶,李永辉,吕梦凡,等.粉土混凝土界面与粉土剪切对比试验研究[J].地下空间与工程学报,2022,18(1):171-178,217.(Li Mengyao,Li Yonghui,Lü Mengfan,et al.Comparative shear test study on silt-concrete interface and silt[J].Chinese Journal of Underground Space and Engineering,2022,18(1):171-178,217.(in Chinese))
[10]O'rourke T D, Druschel S J, Netravali A N. Shear strength characteristics of sand-polymer interfaces[J]. Journal of Geotechnical Engineering, 1990, 116(3): 451-469.
[11]Basu P, Prezzi M, Salgado R, et al. Shaft resistance and setup factors for piles jacked in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 140(3): 04013026.
[12]Kou H, Chu J, Guo W, et al. Field study of residual forces developed in pre-stressed high-strength concrete (PHC) pipe piles[J]. Canadian Geotechnical Journal, 2015, 53(4): 696-707.
[13]Elkasabgy M, El Naggar M H. Axial compressive response of large-capacity helical and driven steel piles in cohesive soil[J]. Canadian Geotechnical Journal, 2014, 52(2): 224-243.
[14]张明义, 邓安福. 静压桩贯入地基的球孔扩张–滑动摩擦计算模式[J]. 岩土力学, 2003(5): 701-704,709. (Zhang Mingyi, Deng Anfu. A spherical cavity expansion-sliding friction calculation model on penetration of pressed-in piles[J]. Rock and Soil Mechanics, 2003(5): 701-704,709. (in Chinese))
[15]成浩, 陈晓斌, 张家生, 等. 红黏土–混凝土结构接触面残余强度特性试验研究[J]. 中南大学学报(自然科学版), 2017, 48(9): 2458-2464.(Cheng Hao, Chen Xiaobin, Zhang Jiasheng, et al. Experimental research on residual shear strength of clay-concrete structure interface[J]. Journal of Central South University(Science nd Technology), 2017, 48(9): 2458-2464. (in Chinese))
[16]胡永强, 汤连生, 李兆源. 静压桩桩–土界面滑动摩擦机制研究[J]. 岩土力学, 2015, 36(5): 1288-1294.(Hu Yongqiang, Tang Liansheng, Li Zhaoyuan. Mechanism of sliding friction at pile-soil interface of jacked pile[J]. Rock and Soil Mechanics, 2015, 36(5): 1288-1294. (in Chinese))
[17]杨有莲, 朱俊高, 余挺, 等. 土与结构接触面力学特性环剪试验研究[J]. 岩土力学, 2009, 30(11): 3256-3260.(Yang Youlian, Zhu Jungao, Yu Ting, et al. Experimental study of mechanical behaviour of soil-structure interface by ring shear test[J]. Rock and Soil Mechanics, 2009, 30(11): 3256-3260. (in Chinese))
[18]彭凯, 朱俊高, 张丹, 等. 粗粒土与混凝土接触面特性单剪试验研究[J]. 岩石力学与工程学报, 2010, 29(9): 1893-1900.(Peng Kai, Zhu Jungao, Zhang Dan, et al. Study of mechanical behaviors of interface between coarse-grained soil and concrete by simple shear test[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1893-1900. (in Chinese))
[19]刘俊伟, 张明义, 俞峰, 等. 土与PHC管桩界面剪切疲劳退化试验研究[J]. 岩土工程学报, 2013, 35(增2): 1037-1040.(Liu Junwei, Zhang Mingyi, Yu Feng, et al. Experimental study on interface shear fatigue between soil and PHC pipe piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35 (Supp.2): 1037-1040. (in Chinese))
[20]周怡, 彭振斌, 尹泉, 等. 板岩质砂土–混凝土界面剪切特性研究[J]. 中南大学学报(自然科学版), 2019, 50(9): 2233-2241.(Zhou Yi, Peng Zhenbin, Yin Quan, et al. Shear properties of interface between argillaceous slate sand and concrete[J]. Journal of Central South University (Science and Technology), 2019, 50(9): 2233-2241. (in Chinese))
[21]王永洪, 张明义, 刘俊伟, 等. 一种大型桩土界面直剪试验装置的研制与应用[J]. 岩石力学与工程学报, 2018, 37(增1): 3714-3721.(Wang Yonghong, Zhang Mingyi, Liu Junwei, et al. Development and application of a large-scale shear test apparatus of pile-soil interface[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37 (s1): 3714-3721. (in Chinese))
[22]王永洪, 张明义, 刘俊伟, 等. 考虑超孔隙水压力的桩土界面直剪试验研究[J]. 建筑结构学报, 2018, 39(增1): 359-367.(Wang Yonghong, Zhang Mingyi, Liu Junwei, et al. Research on effect of pore water pressure onshear test of pile soil interface[J]. Journal of Building Structures, 2018, 39 (Supp.1): 359-367. (in Chinese))
[23]中华人民共和国水利部. 土工试验标准方法(GB/T50123—2019)[S]. 北京: 中国计划出版社, 2019.(The Ministry of Water Resources of the People's Republic of China. Standard for soil test method[S]. Beijing: China Planning Press, 2019. (in Chinese))
[24]中华人民共和国国家标准编写组. 建筑桩基技术规范(JGJ94—2008)[S]. 北京: 中国建筑工业出版社, 2008.(The National Standards Compilation Group of People's Republic of China. Technical code for building pile foundations[S]. Beijing: China Architecture and Building Press, 2008. (in Chinese))
[25]张嘎, 张建民. 粗粒土与结构接触面单调力学特性的试验研究[J]. 岩土工程学报, 2004, 26(1): 21-25.(Zhang Ga, Zhang Jianmin. Experimental study on montonic behavior of interface between soil and structure[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 21-25. (in Chinese))
[26]张嘎, 张建民. 循环荷载作用下粗粒土与结构接触面变形特性的试验研究[J]. 岩土工程学报, 2004, 26(2): 254-258.(Zhang Ga, Zhang Jianmin. Expreimental study on cyclic behavior of interface between soil and structure[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 254-258. (in Chinese))
[27]赵春风, 龚辉, 赵程, 等. 考虑法向应力历史的黏土–混凝土界面弹塑性分析[J]. 岩石力学与工程学报, 2012, 31(4): 848-855.(Zhao Chunfeng, Gong Hui, Zhao Cheng, et al. Elastoplastic analysis of interface between clay and concrete considering effect of normal stress history[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(4): 848-855. (in Chinese))
[28]Yang J P, Chen W Z, Dai Y, et al. Numerical determination of elastic compliance tensor of fractured rock masses by finite element modeling[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 100(70): 474-482.