[23] |
FREDLUND D G,RAHARDJO H. Soil mechanics for unsaturated soils[M]. New York:Wiley-Interscience,1993:1-364.
|
[4] |
陈 钒,吴建勋,任 松,等. 基于湿度应力场理论的硬石膏膨胀试验研究[J]. 岩土力学 2018,39(8):2 723-2 731.(CHEN Fan,WU Jianxun,REN Song,et al. The swelling tests of anhydrite based on the humidity stress field theory[J]. Rock and Soil Mechanics,2018,39(8):2 723-2 731.(in Chinese))
|
[6] |
杨春和,冒海军,王学潮,等. 板岩遇水软化的微观结构及力学特性[J]. 岩土力学,2006,27(12):2 090-2 098.(YANG Chunhe,MAO Haijun,WANG Xuechao,et al. Study on variation of microstructure and mechanical properties of water-weakening slates[J]. Rock and Soil Mechanics,2006,27(12):2 090-2 098.(in Chinese))
|
[13] |
任 松,欧阳汛,吴建勋,等. 含时间效应的硬石膏隧道弹-膨胀解析模型[J]. 浙江大学学报:工学版,2018,52(5):896-905.(REN Song,OU Yangxun,WU Jianxun,et al. Elastic-swelling analytical model of anhydrite rock considering time-dependent effect[J]. Journal of Zhejiang University:Engineering Science,2018,52(5):896-905.(in Chinese))
|
[15] |
左清军,陈 可,谈云志,等. 基于时间效应的富水泥质板岩隧道围岩膨胀本构模型研究[J]. 岩土力学,2016,37(5):1 357-1 364. (ZUO Qingjun,CHEN Ke,TAN Yunzhi,et al. A time-dependent constitutive model of the water-rich argillaceous slate surrounding a tunnel[J]. Rock and Soil Mechanics,2016,37(5):1 357-1 364.(in Chinese))
|
[17] |
王贤能,韩会增,文江泉. 膨胀岩边坡工程中膨胀与流变的耦合效应[J]. 地质灾害与环境保护,1997,8(4):33-39.(WANG Xianneng,HAN Huizeng,WEN Jiangquan. The coupled effect of swell and rheology for the slope engineering of swelling rock[J]. Journal of Geological Hazards and Environment Preservation,1997,8(4):33-39.(in Chinese))
|
[25] |
朱凤贤,周翠英. 软岩遇水软化的耗散结构形成机制[J]. 地球科学—中国地质大学学报,2009,34(5):525-532.(ZHU Fengxian,ZHOU Cuiying,et al. Forming mechanism of dissipative structure in the softening process of saturated soft rocks[J]. Earth Science—Journal of China University of Geosciences,2009,34(5):525-532.(in Chinese))
|
[11] |
刘晓丽,王思敬,王恩志,等. 含时间效应的膨胀岩膨胀本构关系[J]. 水利学报,2006,37(2):195-199.(LIU Xiaoli,WANG Sijing,WANG Enzhi,et al. Study on time-dependent swelling constitute relmion of swelling rock[J]. Journal of Hydraulic Engineering,2006,37(2):195-199.(in Chinese))
|
[21] |
黄宏伟,车 平. 泥岩遇水软化微观机理研究[J]. 同济大学学报:自然科学版,2007,35(7):866-870.(HUANG Hongwei.CHE Ping. Research on micro-mechanism of softening and argillitization of mudstone[J]. Journal of Tongji University:Natural Science,2007,35(7):866-870.(in Chinese))
|
[8] |
TANG S,YU C,TANG C. Numerical modeling of time-dependent development of the damage zone around a tunnel under high humidity conditions[J]. Tunnelling and Underground Space Technology,2018,76(6):48-63.
|
[18] |
钟志斌,李安洪,邓荣贵,等. 川中红层泥岩时效膨胀变形特性试验研究[J]. 岩石力学与工程学报,2019,38(1):76-86.(ZHONG Zhibin,LI Anhong,DENG Ronggui,et al. Experimental study on time-dependent swelling characteristics of red-bed mudstone in Central Sichuan[J]. China Journal of Rock Mechanics and Engineering,2019,38(1):76-86.(in Chinese))
|
[2] |
朱珍德,张爱军,邢福东. 红山窑膨胀岩的膨胀和软化特性及模型研究[J]. 岩石力学与工程学报,2005,24(3):389-393.(ZHU Zhende,ZHANG Aijun,XING Fudong. Research on swelling and strain softening model of swelling rock in Hongshanyao[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(3):389-393.(in Chinese))
|
[10] |
EINSTEIN H. Suggested methods for laboratory testing of argillaceous swelling rock[J] International Journal of Rock Mechanics and Mining Science and Geomechanic Abstract,1989,26(5):415-426.
|
[16] |
孙 钧,张德兴,李成江. 渗水膨胀黏弹塑性围岩压力隧洞的耦合蠕变效应[J]. 同济大学学报:自然科学版,1984,12(2):1-13.(SUN Jun,ZHANG Dexing,LI Chengjiang. Coupled-creep effect of pressure tunnels interacted with its water-osmotic swelling viscous elasto-plastic surrounding rocks[J]. Journal of Tongji University:Natural Science,1984,12(2):1-13.(in Chinese))
|
[3] |
白 冰,李小春. 湿度应力场理论的证明[J]. 岩土力学 2007,28(1):89-92.(BAI Bing,LI Xiaochun. Proof of humidity stress field theory[J]. Rock and Soil Mechanics,2007,28(1):89-92.(in Chinese))
|
[5] |
何满潮,周 莉,李德建,等. 深井泥岩吸水特性试验研究[J]. 岩石力学与工程学报,2008,27(6):1 113-1 120.(HE Manchao, ZHOU Li,LI Dejian,et al. Experimental research on hydrophilic characteristics of mudstone in deep well[J]. China Journal of Rock Mechanics and Engineering,2008,27(6):1 113-1 120.(in Chinese))
|
[9] |
HOLTZ W G,GIBBS H J. Engineering properties of expansive clays[J]. Transactions of the American Society of Civil Engineers,1956,DOI:10.1061/TACEAT.0007325.
|
[12] |
季 明,高 峰,高亚楠,等. 灰质泥岩遇水膨胀的时间效应研究[J]. 中国矿业大学学报,2010,39(4):511-515.(JI Ming,GAO Feng,GAO Yanan,et al. Study on time-dependent effect of calcareous mudstone expansion after infiltrated with water[J]. Journal of China University of Mining and Technology,2010,39(4):511-515.(in Chinese))
|
[14] |
HAWLADER B C,LEE Y N,LO K Y. Three-dimensional stress effects on time-dependent swelling behaviour of shaly rocks[J]. Canadian Geotechnical Journal,2003,(40):501-511.
|
[19] |
MADSEN F T. Suggested methods for laboratory testing of swelling rocks[J]. International Journal of Rock Mechanics and Mining Sciences,1999,(36):291-306.
|
[20] |
ZHANG C L,WIECZOREK K,XIE M L. Swelling experiments on mudstones[J]. Journal of Rock Mechanics and Geotechnical Engineering,2010,2(1):44-51.
|
[22] |
曾仲毅,徐帮树,胡世权,陈 诚. 增湿条件下膨胀土隧道衬砌破坏数值分析[J]. 岩土力学,2014,35(3):871-880.(ZENG Zhongyi,XU Bangshu,HU Shiquan,et al. Numerical analysis of tunnel liner failure mechanism in expansive soil considering water-increased state[J]. Rock and Soil Mechanics,2014,35(3):871-880.(in Chinese))
|
[24] |
朱珍德,张爱军,张 勇,等. 基于湿度应力场理论的膨胀岩弹塑性本构关系[J]. 岩土力学,2004,25(5):700-702.(ZHU Zhende,ZHANG Aijun,ZHANG Yong,et al. Elastoplastic constitutive law of swelling rock based on humidity stress field theory[J]. Rock and Soil Mechanics,2004,25(5):700-702.(in Chinese))
|
[26] |
ZHOU Z L,CAI X,CAO W Z,et al. Influence of water content on mechanical properties of rock in both saturation and drying processes[J]. Rock Mechanics and Rock Engineering,2016,49: 3 009-3 025.
|
[1] |
缪协兴,杨成永,陈至达. 膨胀岩体中的湿度应力场理论[J]. 岩土力学,1993,14(4):49-55.(MIAO Xiexing,YANG Chengyong,CHEN Zhida. Theory of humidity stress field in swelling rock mass[J]. Rock and Soil Mechanics,1993,14(4):49-55.(in Chinese))
|
[7] |
任 松,邓高岭,吴建勋,等. 石膏岩淡水浸泡软化试验研究[J]. 岩土力学,2017,38(4):943-950.(REN Song,DENG Gaoling,WU Jianxun,et al. immersion tests on gypsum rocks using fresh water[J]. Rock and Soil Mechanics,2017,38(4):943-950.(in Chinese))
|