Citation: | ZHANGLin, . Research and application of stress-controllable soil column instrument[J]. Hydrogeology & Engineering Geology, 2020, 47(2): 112-119. DOI: 10.16030/j.cnki.issn.1000-3665.201909054 |
[1] |
[1]张茂省, 胡炜, 孙萍萍,等. 黄土水敏性及水致黄土滑坡研究现状与展望[J]. 地球环境学报, 2016, 7(4): 323-334.
[ZHANG M S, HU W, SUN P P, et al. Advances and prospects of water sensitivity of loess and the induced loess landslides[J]. Journal of Earth Environment, 2016, 7(4): 323-334.(in Chinese)]
|
[2] |
[2]彭建兵, 林鸿州, 王启耀,等. 黄土地质灾害研究中的关键问题与创新思路[J]. 工程地质学报, 2014, 22(4): 684-691.
[PENG J B, LIN H Z, WANG Q Y, et al. The critical issues and creative concepts in mitigation research of loess geological hazards[J]. Journal of Engineering Geology, 2014, 22(4): 684-691.(in Chinese)]
|
[3] |
[3]覃小华, 刘东升, 宋强辉,等. 降雨条件下一维土柱垂直入渗模型试验研究及其渗透系数求解[J]. 岩石力学与工程学报, 2017, 36(2): 475-484.
[QIN X H, LIU D S, SONG Q H, et al. Experimental study on one-dimensional vertical infiltration in soil column under rainfall and the derivation of permeability coefficient[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(2): 475-484.(in Chinese)]
|
[4] |
[4]王念秦, 刘晓玲, 王建斌. 非饱和土直渗仪的研制与应用[J]. 工程地质学报, 2012, 20(5): 796-799.
[WANG N Q, LIU X L, WANG J B. Development and application of vertical permeameter on unsaturated soil[J]. Journal of Engineering Geology, 2012, 20(5): 796-799.(in Chinese)]
|
[5] |
[5]张登飞, 陈存礼, 张洁,等. 等向应力条件下非饱和原状黄土增湿渗水特性试验研究[J]. 岩土工程学报, 2018, 40(3): 431-440.
[ZHANG D F, CHEN C L, ZHANG J, et al. Experimental study on wetting water permeability of unsaturated intact loess under isotropic stress[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 431-440.(in Chinese)]
|
[6] |
[6]周祥. 不同泥质含量砂岩三轴渗透试验研究[J]. 水文地质工程地质, 2017, 44(1): 84-90.
[ZHOU X. An experimental study on permeability of sandstone with different shale contents under 3-D stress conditions[J]. Hydrogeology & Engineering Geology, 2017, 44(1): 84-90.(in Chinese)]
|
[7] |
[7]詹良通, 邱清文, 杨益彪,等. 黄土覆盖层水-气耦合运移土柱试验及数值模拟[J]. 岩土工程学报, 2017, 39(6): 969-977.
[ZHAN L T, QIU Q W, YANG Y B, et al. Soil column tests and numerical simulations of moisture-gas coupled flow in a loess cover[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 969-977.(in Chinese)]
|
[8] |
[8]姚志华, 陈正汉, 黄雪峰,等. 非饱和原状和重塑Q3黄土渗水特性研究[J]. 岩土工程学报, 2012, 34(6): 1020-1027.
[YAO Z H, CHEN Z H, HUANG X F, et al. Hydraulic conductivity of unsaturated undisturbed and remolded Q3 loess[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1020-1027.(in Chinese)]
|
[9] |
[9]王春颖, 毛晓敏, 赵兵. 层状夹砂土柱室内积水入渗试验及模拟[J]. 农业工程学报, 2010, 26(11): 61-67.
[WANG C Y, MAO X M, ZHAO B. Experiments and simulation on infiltration into layered soil column with sand interlayer under ponding condition[J]. Transactions of the CSAE, 2010, 26(11): 61-67.(in Chinese)]
|
[10] |
[10]Charles Wang Wai Ng, Anthony Kwan Leung. Measurements of Drying and Wetting Permeability Functions Using a New Stress-Controllable Soil Column[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(1): 58-68. DOI: 10.1061/(ASCE)GT.1943-5606.0000560.
|
[11] |
[11]王炳忠, 王起才, 张戎令,等. 荷载条件下原状与重塑泥岩渗透性试验研究[J]. 水文地质工程地质, 2019, 46(1): 123-128.
[WANG B Z, WANG Q C, ZHANG R L, et al. An experimental study of the permeability of undisturbed and remolded mudstones under the loading condition[J]. Hydrogeology & Engineering Geology, 2019, 46(1): 123-128.(in Chinese)]
|
[12] |
[12]何俊, 阮晓晨, 胡晓瑾,等. 温度和模拟渗滤液作用下黏土的渗透性能研究[J]. 水文地质工程地质, 2017, 44(1): 116-122.
[HE J, RUAN X C, HU X J, et al. Effects of temperature and analog leachate on hydraulic conductivity of compacted clay[J]. Hydrogeology & Engineering Geology, 2017, 44(1): 116-122.(in Chinese)]
|
[13] |
[13]苗强强, 陈正汉, 田卿燕,等. 非饱和含黏土砂毛细上升试验研究[J]. 岩土力学, 2011, 32(增刊1): 327-333.
[MIAO Q Q, CHEN Z H, TIAN Q Y, et al. Experimental study of capillary rise of unsaturated clayey sand[J]. Rock and Soil Mechanics, 2011, 32(Sup 1): 327-333.(in Chinese)]
|
[14] |
[14]李萍, 李同录, 侯晓坤,等. 黄土中毛细上升速率的现场测试[J]. 河海大学学报(自然科学版), 2014, 42(6): 503-507.
[LI P, LI T L, HOU X K, et al. Field experiment on rate of capillary rise in loess[J]. Journal of Hohai University (Natural Sciences), 2014, 42(6): 503-507.(in Chinese)]
|
[15] |
[15]杜红普, 刘波, 王华军,等. 基于土水特征曲线预测多孔介质毛细上升过程[J]. 工程地质学报, 2013, 21(3): 345-350.
[DU H P, LIU B, WANG H J, et al. Prediction of capillary rise in porous media based on soil water characteristic curve[J]. Journal of Engineering Geology, 2013, 21(3): 345-350.(in Chinese)]
|
[16] |
[16]陈中奎. 高量程张力计的研制及其应用[D]. 哈尔滨: 哈尔滨工业大学, 2011.
[CHEN Z K. Development of a high-capacity tensiometer and its application[D]. Harbin: Harbin Institute of Technology, 2011.(in Chinese)]
|
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