·154· 工程科学学报，第39卷，第1期 unsaturated soils.Chin Geot Eng,1996,18(2):1 制分析.岩土力学.2011,32（增刊1）：334) (沈珠江.广义吸力和非饱和土的统一变形理论.岩土工程 [24]Sillers W S,Fredlund D G,Zakerzadeh N.Mathematical attrib- 学报，1996,18(2)：1) utes of some soil-water characteristic curve models.Geotech Geol [18]Bolt G E.Physico-chemical analysis of the compressibility of Eng,2001,19(3):243 pure clays.Geotechnique,1956,6(2):86 [25]Sun D A,Sheng D C,Xu Y F.Collapse behaviour of unsaturat- [19]Zhang J R,Xu Q,Sun DA.Effect of suction history on mechan- ed compacted soils with different initial densities.Can Geotech / ical behavior of unsaturated soils.Rock Soil Mech,2013,34 2007,44(6):673 (10):2810 [26]Lee I M,Sung S G.Cho G C.Effect of stress state on the unsat- (张俊然，许强，孙德安.吸力历史对非饱和土力学性质的 urated shear strength of a weathered granite.Can Geotech / 影响.岩土力学，2013,34(10)：2810) 2005,42(2):624 [20]Qi GQ.Huang R Q.Laboratory test study on volumetrie strain [27]Rostami A,Habibagahi G,Ajdari M,et al.Pore network inves- due to a simple change of suction.J Eng Geol,2015,23(3): tigation on hysteresis phenomena and influence of stress state on 491 the SWRC.Int J Geomech,2013,15(5):04014072 (戚国庆，黄润秋.基质吸力变化引起的体积应变研究.工 [28]Zhang X W,Kong L W,Guo A G,et al.Experiment study of 程地质学报，2015,23(3)：491) pore distribution of strong structural clay under different consoli- [21]Tao GL,Zhang J R,Zhuang X S,et al.Influence of compres- dation pressures.Rock Soil Mech,2014,35(10):2794 sion deformation on the soil-water characteristic curve and its (张先伟，孔令伟，郭爱国，等.不同固结压力下强结构性黏 simplified representation method.J Hydraul Eng,2014,45 土孔隙分布试验研究.岩土力学，2014,35(10)：2794) (10):1239 [29]Zhang X W,Kong L W,Guo A G,et al.Evolution of micro- (陶高梁，张季如，庄心善，等.压缩变形影响下的土~水特 scopic pore of structured clay in compression process based on 征曲线及其简化表征方法.水利学报，2014,45(10)：1239) SEM and MIP test.Chin J Rock Mech Eng,2012,31(2):406 [22]Tan YZ,Yu B,Liu X L,et al.Pore size evolution of compac- (张先伟，孔令伟，郭爱国，等.基于SEM和MP试验结构 ted laterite under desiceation shrinkage process effeets.Roc Soil 性黏土压缩过程中微观孔隙的变化规律.岩石力学与工程 Mech,2015,36(2):369 学报，2012,31(2)：406) (谈云志，哈波，刘晓玲，等.压实红黏土失水收缩过程的 [30]Zhou J,Deng Y L,Cao Y,et al.Experimental study of micro- 孔隙演化规律.岩土力学，2015,36(2)：369) structure of Hangzhou saturated soft soil during consolidation [23]Tan YZ,Kong L W,Guo A G,et al.Analysis of water holding process.J Cent South Unir Sci Technol,2014,45(6):1998 capacity and mechanism of compacted laterite soil.Rock Soil (周建，邓以亮，曹洋，等.杭州饱和软土固结过程微观结构 Mech,2011,32(Supl):334 试验研究.中南大学学报（自然科学版），2014,45(6)： (谈云志，孔令伟，郭爱国，等.压实红黏土的持水性能与机 1998)工程科学学报,第 39 卷,第 1 期 unsaturated soils. Chin J Geot Eng, 1996, 18(2): 1 (沈珠江. 广义吸力和非饱和土的统一变形理论. 岩土工程 学报, 1996, 18(2): 1) [18] Bolt G E. Physico鄄chemical analysis of the compressibility of pure clays. G佴otechnique, 1956, 6(2): 86 [19] Zhang J R, Xu Q, Sun D A. Effect of suction history on mechan鄄 ical behavior of unsaturated soils. Rock Soil Mech, 2013, 34 (10): 2810 (张俊然, 许强, 孙德安. 吸力历史对非饱和土力学性质的 影响. 岩土力学, 2013, 34(10): 2810) [20] Qi G Q, Huang R Q. Laboratory test study on volumetric strain due to a simple change of suction. J Eng Geol, 2015, 23(3): 491 (戚国庆, 黄润秋. 基质吸力变化引起的体积应变研究. 工 程地质学报, 2015, 23(3): 491) [21] Tao G L, Zhang J R, Zhuang X S, et al. Influence of compres鄄 sion deformation on the soil鄄鄄 water characteristic curve and its simplified representation method. J Hydraul Eng, 2014, 45 (10): 1239 (陶高梁, 张季如, 庄心善, 等. 压缩变形影响下的土鄄鄄水特 征曲线及其简化表征方法. 水利学报, 2014, 45(10): 1239) [22] Tan Y Z, Yu B, Liu X L, et al. Pore size evolution of compac鄄 ted laterite under desiccation shrinkage process effects. Rock Soil Mech, 2015, 36(2): 369 (谈云志, 喻 波, 刘晓玲, 等. 压实红黏土失水收缩过程的 孔隙演化规律. 岩土力学, 2015, 36(2): 369) [23] Tan Y Z, Kong L W, Guo A G, et al. Analysis of water holding capacity and mechanism of compacted laterite soil. Rock Soil Mech, 2011, 32(Suppl1): 334 (谈云志, 孔令伟, 郭爱国, 等. 压实红黏土的持水性能与机 制分析. 岩土力学, 2011, 32(增刊 1): 334) [24] Sillers W S, Fredlund D G, Zakerzadeh N. Mathematical attrib鄄 utes of some soil鄄鄄water characteristic curve models. Geotech Geol Eng, 2001, 19(3): 243 [25] Sun D A, Sheng D C, Xu Y F. Collapse behaviour of unsaturat鄄 ed compacted soils with different initial densities. Can Geotech J, 2007, 44(6): 673 [26] Lee I M, Sung S G, Cho G C. Effect of stress state on the unsat鄄 urated shear strength of a weathered granite. Can Geotech J, 2005, 42(2): 624 [27] Rostami A, Habibagahi G, Ajdari M, et al. Pore network inves鄄 tigation on hysteresis phenomena and influence of stress state on the SWRC. Int J Geomech, 2013, 15(5): 04014072 [28] Zhang X W, Kong L W, Guo A G, et al. Experiment study of pore distribution of strong structural clay under different consoli鄄 dation pressures. Rock Soil Mech, 2014, 35(10): 2794 (张先伟, 孔令伟, 郭爱国, 等. 不同固结压力下强结构性黏 土孔隙分布试验研究. 岩土力学, 2014, 35(10): 2794) [29] Zhang X W, Kong L W, Guo A G, et al. Evolution of micro鄄 scopic pore of structured clay in compression process based on SEM and MIP test. Chin J Rock Mech Eng, 2012, 31(2): 406 (张先伟, 孔令伟, 郭爱国, 等. 基于 SEM 和 MIP 试验结构 性黏土压缩过程中微观孔隙的变化规律. 岩石力学与工程 学报, 2012, 31(2): 406) [30] Zhou J, Deng Y L, Cao Y, et al. Experimental study of micro鄄 structure of Hangzhou saturated soft soil during consolidation process. J Cent South Univ Sci Technol, 2014, 45(6): 1998 (周建, 邓以亮, 曹洋, 等. 杭州饱和软土固结过程微观结构 试验研究. 中南大学学报( 自然科学版), 2014, 45 (6 ): 1998) ·154·