[1] |
顾洋洋. 非饱和软土路基的一维固结沉降及其影响因素的研究[D]. 重庆: 重庆大学, 2017.
|
|
Gu Y Y. One-Dimensional settlement theory and its influence factors of subgrade of unsaturated and soft soil[D]. Chongqing: Chongqing University, 2017.
|
[2] |
Carrillo N. Simple two- and three-dimensional cases in the theory of consolidation of soils[J]. Studies in Applied Mathematics, 1942, 21:1-5.
|
[3] |
Barron R A. Consolidation of fine-grained soils by drain wells[J]. Transactions of the American Society of Civil Engineers, 1948, 113(1): 718-742.
doi: 10.1061/TACEAT.0006098
|
[4] |
Terzaghi K. Erdbaumechanik auf bodenphysik-alisch grundlage[M]. Vienna: Leipzig Deuticke, 1925.
|
[5] |
Yoshikuni H, Nakanodo H. Consolidation of soils by vertical drain wells with finite permeability[J]. Soils and Foundations, 1974, 14(2): 35-46.
doi: 10.3208/sandf1972.14.2_35
|
[6] |
谢康和, 曾国熙. 等应变条件下的砂井地基固结解析理论[J]. 岩土工程学报, 1989, 11(2): 3-17.
|
|
Xie K H, Zeng G X. Consolidation theories for drain wells under equal strain condition[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(2): 3-17.
|
[7] |
陈国红, 谢康和, 程永峰, 等. 考虑涂抹区渗透系数变化的砂井地基固结解[J]. 浙江大学学报(工学版), 2011, 45(4): 665-670.
|
|
Chen G H, Xie K H, Cheng Y F, et al. Analytical solution for consolidation of sand-drained ground considering variation of permeability coefficient in smeared zone[J]. Journal of Zhejiang University(Engineering Science), 2011, 45(4): 665-670.
|
[8] |
张驿, 吴文兵, 梅国雄, 等. 基于连续排水边界条件的砂井地基固结解析解[J]. 工程科学与技术, 2019, 51(2): 90-97.
|
|
Zhang Y, Wu W B, Mei G X, et al. Analytical solution of sand -drained ground consolidation based on continuous drainage boundary[J]. Advanced Engineering Sciences, 2019, 51(2): 90-97.
|
[9] |
Fredlund D G, Hasan J U. One-dimensional consolidation theory: unsaturated soils[J]. Canadian Geotechnical Journal, 1979, 16(3): 521-531.
doi: 10.1139/t79-058
|
[10] |
秦爱芳, 孙德安, 谈永卫. 非饱和土一维固结的半解析解[J]. 应用数学和力学, 2010, 31(2): 199-209.
|
|
Qin A F, Sun D A, Tan Y W. Semi-analytical solution to one-dimensional consolidation in unsaturated soils[J]. Applied Mathematics and Mechanics, 2010, 31(2): 199-209.
|
[11] |
周万欢, 赵林爽. 复杂初始和边界条件对一维非饱和土固结的影响[J]. 岩土工程学报, 2013, 35(增刊 1): 305-311.
|
|
Zhou W H, Zhao L S. Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Suppl. 1): 305-311.
|
[12] |
Wang L, Xu Y, Xia X, et al. Semi-analytical solutions to two-dimensional plane strain consolidation for unsaturated soil[J]. Computers and Geotechnics, 2018, 101:100-113.
doi: 10.1016/j.compgeo.2018.04.015
|
[13] |
Conte E. Consolidation analysis for unsaturated soils[J]. Canadian Geotechnical Journal, 2004, 41(4): 599-612.
doi: 10.1139/t04-017
|
[14] |
Qin A F, Sun D A, Yang L P, et al. A semi-analytical solution to consolidation of unsaturated soils with the free drainage well[J]. Computers and Geotechnics, 2010, 37(7): 867-875.
doi: 10.1016/j.compgeo.2010.07.006
|
[15] |
Ho L, Fatahi B. Axisymmetric consolidation in unsaturated soil deposit subjected to time-dependent loadings[J]. International Journal of Geomechanics, 2016, 17(2): 04016046.
doi: 10.1061/(ASCE)GM.1943-5622.0000686
|
[16] |
Ho L, Fatahi B. Analytical solution to axisymmetric consolidation of unsaturated soil stratum under equal strain condition incorporating smear effects[J]. Int J Numer Anal Methods Geomech. 2018, 42(15): 1890-1913.
doi: 10.1002/nag.v42.15
|
[17] |
Zhou F, Chen Z, Wang X D. An equal-strain analytical solution for the radial consolidation of unsaturated soils by vertical drains considering drain resistance[J]. Advances in Civil Engineering, 2018, 21:5069159.
|