[1] |
贾东亮, 丁述理, 杜海金, 等. 膨胀土工程性质的研究现 状与展望[J]. 河北建筑科技学院学报, 2003, 20(1): 33–39. (JIA Dong-liang, DIN Shu-li, DU Hai-jin, et al. Studies on existing and prospect of engineering properties of expansive clay[J]. Journal of Hebei Institute of Architectural Science and Technology, 2003, 20(1): 33–39. (in Chinese))
|
[2] |
卢再华, 陈正汉. 原状膨胀土的强度变形特性及其本构模型研究[J]. 岩土力学, 2001, 22(3): 339–342. (LU Zai-hua, CHEN Zheng-han. A study on the strength and deformation characteristics and the constitutive model of natural expansive soils[J]. Rock and Soil Mechanics, 2001, 22(3): 339–342. (in Chinese))
|
[3] |
缪林昌, 仲晓晨. 非饱和膨胀土变形规律的试验研究[J]. 大坝观测与土工测试, 1999, 23(3): 36–39. (LIAO Lin-chang, ZHONG Xiao-chen. Test research of unsaturated expansive soil strain laws[J]. Dam Observation and Geotechnical Tests, 1999, 23(3): 36–39. (in Chinese))
|
[4] |
袁俊平, 陈 剑. 膨胀土单向浸水膨胀时程特性试验与应用研究[J]. 河海大学学报: 自然科学版, 2003, 31(5): 547–551. (YUAN Jun-pin, CHEN Jian. Experimental research on swelling characteristics of expansive soil under one-side immersion and its application[J]. Journal of Hehai University: Natural Sciences , 2003, 31(5): 547–551. (in Chinese))
|
[5] |
陈善雄. 膨胀土工程特性与处治技术研究[D]. 武汉: 华中科技大学, 2006. (CHEN Shan-xiong. Study on engineering behaviors of expansive soils and its treatment measures[D]. Wuhan: Huazhong University of Science and Technology, 2006. (in Chinese))
|
[6] |
李志清, 胡瑞林. 用千分尺测定膨胀土的收缩特性[J]. 工程地质学报, 2007, 15(增刊2): 128–133. (LI Zhi-qin, HU Rui-lin. Measuring shrinkage characteristic of expansive soil with micrometer[J]. Journal of Engineering Geology, 2007, 15(S2): 128–133. (in Chinese))
|
[7] |
冯 欣, 孔令伟, 郭爱国. 不均匀收缩方式对膨胀土工程 性状影响试验研究[J]. 岩土力学,2009, 30(增刊2): 208–213. (FENG Xin, KONG Ling-wei, GUO Ai-guo. Experimental study of impact of non-uniform shrinkage on engineering behaviors of expansive soil[J]. Rock and Soil Mechanics, 30(S2): 208–213. (in Chinese))
|
[8] |
MILLER D J. Expansive soils: problems and practice in foundation and pavement engineering[M]. New Jersey: John Wiley & Sons, 1997.
|
[9] |
姚海林, 程 平, 吴万平. 基于收缩试验的膨胀土地基变形预测方法[J]. 岩土力学, 2005, 25(11): 1688–1692. (YAO Hai-lin, CHENG Pin, WU Wan-ping. A simplified method for predicting heave in expansive soil grounds based on three dimensional shrinkage tests[J]. Rock and Soil Mechanics 2005, 25(11): 1688–1692. (in Chinese))
|
[10] |
李 旭, 张利民, 敖国栋. 失水过程孔隙结构, 孔隙比, 含水率变化规律[J]. 岩土力学, 2011, 32(增刊1): 100–105. (LI Xu, ZHANG Li-min, AO Guo-dong. Variations of pore structure, void ratio,and water content in soil drying process[J]. Rock and Soil Mechanics, 2011, 32(S1): 100–105. (in Chinese))
|
[11] |
王靖安. 基于土性参数预测土水特征曲线初探[D]. 北京:北京交通大学, 2009. (WANG Jing-an. Preliminary study on the prediction of SWCC from basic soil properties[D]. Beijing: Beijing Jiaotong University, 2009. (in Chinese))
|
[12] |
JTG E40—2007标准公路土工试验规程[S]. 2007. ( JTG E40—2007 Test methods of soils for highway engineering of the people's republic of China[S]. 2007. (in Chinese))
|
[13] |
辛志宇, 谭晓慧, 胡 娜, 等. 膨胀土胀缩性指标的试验研究及变异性分析[J]. 广西大学学报: 自然科学版, 2014, 39(1): 124–131. (XIN Zhi-yu, TAN Xiao-hui, HU Na, et al. Experimental study and variability analysis of swell-shrinkage indices of expansive soil[J]. Journal of Guangxi University: Natural Science Edition, 2014, 39(1): 124–131. (in Chinese))
|
[14] |
BOIVIN P, GARNIER P, VAUCLIN M. Modeling the soil shrinkage and water retention curves with the same equations[J]. Soil Science Society of America Journal, 2006, 70(4): 1082–1093.
|
[15] |
CORNELIS W M, CORLUY J, MEDINA H, et al. Measuring and modelling the soil shrinkage characteristic curve[J]. Geoderma, 2006, 137(1): 179–191.
|
[16] |
GOULD S J F, KODIKARA J, RAJEEV P, et al. A void ratio–water content–net stress model for environmentally stabilized expansive soils[J]. Canadian Geotechnical Journal, 2011, 48(6): 867–877.
|
[17] |
PENG X, D?RNER J, ZHAO Y, et al. Shrinkage behaviour of transiently‐and constantly‐loaded soils and its consequences for soil moisture release[J]. European Journal of Soil Science, 2009, 60(4): 681–694.
|
[18] |
SILLERS W S, FREDLUND D G. Statistical assessment of soil-water characteristic curve models for geotechnical engineering[J]. Canadian Geotechnical Journal, 2001, 38(6): 1297–1313.
|
[19] |
张 华, 陈守义. 用收缩试验资料间接估算压力板试验中的体积含水量[J]. 岩土力学, 1999, 20(2): 22–26. (ZHANG Hua, CHEN Shou-yi. Estim ation of volum etric water content in the pressure plate test by use of shrinkage test data[J]. Rock and Soil Mechanics, 1999, 20(2): 22–26. (in Chinese))
|
[20] |
周葆春, 孔令伟. 考虑体积变化的非饱和膨胀土土水特征[J]. 水利学报, 2011, 42(10): 1152–1160. (ZHOU Bao-chun, KONG Ling-wei. Effect of volume changes on soil-water characteristics of unsaturated expansive soil[J]. Journal of Hydraulic Engineering, 2011, 42(10): 1152–1160. (in Chinese))
|
[21] |
谭晓慧, 沈梦芬, 胡 娜, 等. 考虑体积变化的膨胀土土-水特征研究[J]. 广西大学学报: 自然科学版, 2013, 38(4): 884–891. (TAN Xiao-hui, SHEN Meng-fen, HU Na, et al Soil-water characteristics of expansive soil considering volume change[J]. Journal of Guangxi University: Natural Science Edition, 2013, 38(4): 884–891. (in Chinese))
|
[22] |
叶为民, 白 云, 金 麒, 等. 上海软土土水特征的室内试验研究[J]. 岩土工程学报, 2006, 28(2): 260–263. (YE Wei-min, BAI Yun, JIN Qi, et al. Lab experimental study on soil-water characteristics of Shanghai soft clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 260–263. (in Chinese))
|
[23] |
王 钊, 杨金鑫, 况娟娟, 等. 滤纸法在现场基质吸力量测中的应用[J]. 岩土工程学报, 2003, 25(4): 405–408. (WANG Zhao, YANG Jin-xin, KUANG Juan-juan, et al. Application of filter paper method in field measurement of matric suction[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 405–408. (in Chinese))
|