| [1] | 梁志孟,崔春义,许成顺,等. 双向非均质土中大直径管桩纵向振动动力阻抗解析模型与解答[J]. 岩石力学与工程学报,2021,40(9):1 933–1 944.(LIANG Zhimeng,CUI Chunyi,XU Chengshun,et al. Analytical model and solution for the longitudinal impedance of large-diameter pipe piles in radial inhomogeneous layered soils[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(9):1 933–1 944.(in Chinese)) | 
 
																														
															| [2] | 付  鹏,胡安峰,李  龙,等. 成层地基中海洋高桩基础水平动力阻抗分析[J]. 岩石力学与工程学报,2019,38(增2):3 790–3 798. (FU Peng,HU Anfeng,LI Long,et al. Lateral dynamic impedance of offshore elevated piles in layered soils[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(Supp.2):3 790–3 798.(in Chinese)) | 
 
																														
															| [3] | BUTTERFIELD R,BANERJEE P K. The elastic analysis of compressible piles and pile groups[J]. Geotcchnique,1971,21(1):43–60. | 
 
																														
															| [4] | BAHAR L Y. Transfer matrix approach to layered systems[J]. Journal of Engineering Mechanics,1972,98(5):1 159–1 172. | 
 
																														
															| [5] | 钟  阳. 多层弹性半空间问题解的精确刚度矩阵法[J]. 应用力学学报,2008,25(2):316–319.(ZHONG Yang. Explicit solution of multilayered elastic half space by exact stifness matrix method[J]. Chinese Journal of Applied Mechanics,2008,25(2):316–319.(in Chinese)) | 
 
																														
															| [6] | 艾智勇,曾  凯,曾文泽. 层状地基三维问题的解析层元解[J]. 岩土工程学报,2012,34(6):1 154–1 158.(AI Zhiyong,ZENG Kai,ZENG Wenze. Analytical layer-element solution for three-dimensional problem of multilayered foundation[J]. Chinese Journal of Geotechnical Engineering,2012,34(6):1 154–1 158.(in Chinese)) | 
 
																														
															| [7] | AI Z Y,JIANG X B,HU Y D. Analytical layer-element solution for 3D transversely isotropic multilayered foundation[J]. Soils and Foundations,2014,54(5):967–973. | 
 
																														
															| [8] | ZHANG L,ZHAO M H,ZOU X J. Behavior of laterally loaded piles in multilayered soils[J]. International Journal of Geomechanics,2015,15(2):06014017. | 
 
																														
															| [9] | YANG K,LIANG R. Numerical solution for laterally loaded piles in a two-layer soil profile[J]. Journal of Geotechnical and Geoenvironmental Engineering,2006,132(11):1 436–1 443. | 
 
																														
															| [10] | 江  杰,柴文成,欧孝夺,等. 基于Timoshenko-Pasternak模型的多向受荷桩水平动力响应分析[J]. 岩石力学与工程学报,2022,41(1):172–185.(JIANG Jie,CHAI Wencheng,OU Xiaoduo,et al. Horizontal dynamic response analysis of multi-directional loaded pile based on Timoshenko-Pasternak model[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(1):172–185.(in Chinese)) | 
 
																														
															| [11] | BOOKER J R,BALAAM N P,DAVIS E H. The behaviors of an elastic non-homogeneous half-space. Part I—Line and point loads[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1985,9(4):353–367. | 
 
																														
															| [12] | BOOKER J R,BALAAM N P,DAVIS E H. The behaviour of an elastic non‐homogeneous half‐space. Part II—Circular and strip footings[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1985,9(4):369–381. | 
 
																														
															| [13] | 杜秦文,张绍骞. 广义Gibson地基内部作用线源荷载的基本解[J]. 科学技术与工程,2020,20(13):5 283–5 289.(DU Qinwen,ZHANG Shaoqian. The basic solution of the line source load in the generalized Gibson subgrade[J]. Science Technology and Engineering,2020,20(13):5 283–5 289.(in Chinese)) | 
 
																														
															| [14] | 周凤玺,赖远明,米海珍. 非均匀地基与均匀地基解答之间的相似关系[J]. 岩土力学,2013,34(12):3 372–3 376.(ZHOU Fengxi,LAI Yuanming,MI Haizhen. Analogous relationship between solutions of nonhomogeneous and homogeneous foundations[J]. Rock and Soil Mechanics,2013,34(12):3 372–3 376.(in Chinese)) | 
 
																														
															| [15] | 周凤玺,周志雄,柳鸿博. 非均匀地基与均匀地基解答之间的相似关系:弹性波速[J]. 岩土力学,2021,42(4):892–898.(ZHOU Fengxi,ZHOU Zhixiong,LIU Hongbo. Analogous relationship between the solutions of non-homogeneous foundation and homogeneous foundation: elastic wave velocity[J]. Rock and Soil Mechanics,2021,42(4):892–898.(in Chinese)) | 
 
																														
															| [16] | 赵明华,胡  倩,杨超炜,等. 考虑地基土非线性固结的桩侧负摩阻力计算方法研究[J]. 岩土工程学报,2016,38(8):1 417–1 424. (ZHAO Minghua,HU Qian,YANG Chaowei,et al. Negative skin friction of piles considering nonlinear consolidation of soil[J]. Chinese Journal of Geotechnical Engineering,2016,38(8):1 417–1 424.(in Chinese)) | 
 
																														
															| [17] | 徐芝纶. 弹性力学[M]. 5版. 北京:高等教育出版社,2016:212–226. (XU Zhilun. Elasticity[M]. 5th ed. Beijing:Higher Education Press,2016:212–226.(in Chinese)) | 
 
																														
															| [18] | 钟  阳,殷建华. 弹性层状体的求解方法[M]. 北京:科学出版社,2007:212–226.(ZHONG Yang,YIN Jianhua. Solving method of elastic layered body[M]. Beijing:Science Press,2007:212–226.(in Chinese)) | 
 
																														
															| [19] | 王  雨,陈文化,王凯旋. 地埋管线周围土体抗力系数的正交各向异性解析分析[J]. 岩石力学与工程学报,2019,38(3):606–618. (WANG Yu,CHEN Wenhua,WANG Kaixuan. An analytical method for evaluating orthogonal anisotropy of soil resistance coefficients around buried pipelines[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(3):606–618.(in Chinese)) | 
 
																														
															| [20] | MATSUI K,MAINA J W,INOUE T. Axi-symmetric analysis of elastic multilayer system considering interface slips[C]// International Symposium on Maintenance and Rehabilitation of Pavements and Technological Control Segundo Simposio Sobre Manutencao E Rehabilitacao De Pavimentos E Controle Technologico. Auburn:   [s. n.],2001:122–129. | 
 
																														
															| [21] | 颜可珍,满建宏,石挺魏,等. 基坑考虑层间接触状态的横观各向同性结构动力响应解析解[J]. 湖南大学学报:自然科学版,2019,46(11):97–105.(YAN Kezhen,MAN Jianhong,SHI Tingwei,et al. Analytical solution for dynamic response of transversely isotropic structures considering the state of interlayer contact state[J]. Journal of Hunan University:Natural Science,2019,46(11):97–105.(in Chinese)) | 
 
																														
															| [22] | BETTI E. Teoria della elasticita?[J]. Nuovo Cimento,1872,7–8(1):69–97. | 
 
																														
															| [23] | 付宝连. 三维线弹性力学修正的功的互等定理及其应用[J]. 应用数学和力学,2015,36(5):523–538.(FU Baolian. Corrected reciprocal theorem for 3D linear elasticity and its application[J]. Applied Mathematics and Mechanics,2015,36(5):523–538.(in Chinese)) | 
 
																														
															| [24] | MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Journal of Applied Physics,1936,7(5):195–202. | 
 
																														
															| [25] | 王  雨,陈文化. 地埋梁与横观各向同性层状地基相互作用的广义Vesic解答[J]. 岩土工程学报,2018,40(12):2 241–2 248.(WANG Yu,CHEN Wenhua. Generalized Vesic solutions for interaction of buried beams and transversely isotropic layered soils[J]. Chinese Journal of Geotechnical Engineering,2018,40(12):2 241–2 248.(in Chinese)) | 
 
																														
															| [26] | 朱桂春,史培新,王占生. 层状横观各向同性地基变形问题的一个近似解[J]. 岩土工程学报,2020,42(4):790–796.(ZHU Guichun,SHI Peixin,WANG Zhansheng. Approximate solution for deformation problems of transversely isotropic multi-layered soils[J]. Chinese Journal of Geotechnical Engineering,2020,42(4):790–796.(in Chinese)) | 
 
																														
															| [27] | 周泽林,陈寿根,涂  鹏,等. 基坑开挖对邻近隧道影响的耦合分析方法[J]. 岩土力学,2018,39(4):1 440–1 449.(ZHOU Zelin,CHEN Shougen,TU Peng,et al. Coupling method for analyzing the influence on existing tunnel due to adjacent foundations pit excavation[J]. Rock and Soil Mechanics,2018,39(4):1 440–1 449.(in Chinese)) | 
 
																														
															| [28] | 吴君涛,王奎华,刘  鑫,等. 缺陷桩周围成层土振动响应解析解及其在旁孔透射波法中的应用[J]. 岩石力学与工程学报,2019,38(1):203–216.(WU Juntao,WANG Kuihua,LIU Xin,et al. An analytical solution of dynamic responses of multi-layered soil around defect piles and its application in parallel seismic method[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(1):203–216.(in Chinese)) |