[1] 刘林芽,高柏松. 红砂岩工程特性的试验研究[J]. 铁道建筑,2007,47(11): 44-46. LIU L Y,GAO B S. Experimental study on engineering properties of red sandstone[J]. Railway Engineering,2007,47(11): 44-46. [2] 彭勃,杨建永,潘建平,等. 不同厚度红砂岩粗粒土静力压实特性试验研究[J]. 公路,2015,44(11): 1-9. PENG B,YANG J Y,PAN J P,et al. Test and research on impact of soil layer thickness on compaction properties of coarse-grained red sandstone soil[J]. Highway,2015,44(11): 1-9. [3] 赵明华,邓觐宇,曹文贵. 红砂岩崩解特性及其路堤填筑技术研究[J]. 中国公路学报,2003,16(7): 1-5. ZHAO M H,DENG J Y,CAO W G. Study of distintegration character of red sandstone and the construction techniques of red sandstone embankment[J]. China Journal of Highway and Transport,2003,16(7): 1-5. [4] 王贵荣,任建喜. 基于三轴压缩试验的红砂岩本构模型[J]. 长安大学学报(自然科学版),2006,26(6):48-51. WANG G R,REN J X. Constitutive model of red sandstone based on triaxial compression test[J]. Journal of Chang’an University (Natural Science Edition) ,2006,26(6):48-51. [5] 韦慧,曾胜,赵健,等. 路用红砂岩碎石土湿化变形特性试验[J]. 中南大学学报(自然科学版),2015,46(6): 2261-2266. WEI H, ZENG S,ZHAO J,et al. Test on wetting deformation of red sandstone gravel soil in filled subgrade[J]. Journal of Central South University (Science and Technology),2015,46(6): 2261-2266. [6] 沈明荣,谌洪菊. 红砂岩长期强度特性的试验研究[J]. 岩土力学,2011,32(11): 3301-3305.SHEN M R,CHEN H J. Testing study of long-term strength characteristics of red sandstone[J]. Rock and Soil Mechanics,2011,32(11): 3301-3305. [7] 胡甜,赵健,洪雄杰,等. 干湿循环下红砂岩路基填料压缩特性试验研究[J]. 工程勘察,2013,41(8): 17-18. HU T,ZHAO J,HONG X J,et al. Study on the compression property of red sandstone roadbed under the action of dry-wet cycles[J].Geotechnical Investigation & Surveying,2013,41(8): 17-18. [8] 甘文宁,朱大勇,吴迎雷,等. 红砂岩细粒土抗剪强度的试验研究[J]. 四川大学学报(工程科学版),2014, 46(增刊2): 70-75. GAN W N,ZHU D Y,WU Y L,et al. Experimental study on shear strength of red sandstone fine-grained soils[J]. Journal of Sichuan University (Engineering Science Edition),2014,46(Suppl. 2): 70-75. [9] 彭贤明,符锌砂. 不同崩解条件下泥质红砂岩路用性能试验研究[J]. 路基工程,2012,28(2): 105-107. PENG X M,FU X S. Experimental study on road performance of muddy red sandstone under different disintegration conditions[J]. Subgrade Engineering,2012,28(2): 105-107. [10] 杨虹,孙莉萍,刘义虎,等. 南方地区膨胀土性质对比试验[J]. 中南公路工程,2005,30(2): 203-206. YANG H,SUN L P,LIU Y H,et al. Test study on the characteristics of swelling soil of central south[J]. Central South Highway Engineering,2005,30(2): 203-206. [11] 王建军,刘玉欣,杨有海. 襄樊地区黄褐色膨胀土与灰色膨胀土对比试验研究[J]. 兰州交通大学学报(自然科学版),2007,26(3): 21-24. WANG J J,LIU Y X,YANG Y H. Comparison between the yellow expansive soil and gray expansive soil in Xiangfan area[J]. Journal of Lanzhou Jiaotong University(Natural Sciences),2007,26(3): 21-24. [12] 滕珂,肖宏彬,许豪,等. 非饱和膨胀土与红粘土的对比试验研究及微观结构分析[J]. 公路工程,2010,35(5): 4-9. TENG K,XIAO H B,XU H,et al. Comparative laboratory study and microstructure study on unsaturated expansive soil and red clay[J]. Highway Engineering,2010,35(5): 4-9. [13] 葛建,付强,梁经纬. 两种黏性土的基质吸力试验对比分析[J]. 工程勘察,2014,42(12): 5-8. GE J,FU Q,LIANG J W. Comparative analyses on the matric suction experiment of two kinds of clays[J]. Geotechnical Investigation & Surveying,2014,42(12): 5-8. [14] 程克玲. 华中地区膨胀土与非膨胀土CBR试验对比研究[J]. 公路工程,2015,40(1): 209-211. CHENG K L. CBR test study on expansive soils and non-expansive soils of central china[J]. Highway Engineering,2015,40(1):209-211. [15] 许豪,肖宏彬,林明明. 南宁膨胀土和株洲红粘土对比试验研究[J]. 公路工程,2015,40(1): 14-17,38.XU H,XIAO H B,LIN M M. Comparative experimental study on Nanning expansive soil and Zhuzhou red clay[J]. Highway Engineering,2015,40(1): 14-17,38.
[1]王章琼,白俊龙,叶张颜.过量石灰对细粒土改良效果“负效应”机理的宏-细观试验研究[J].武汉工程大学学报,2020,42(03):316.[doi:10.19843/j.cnki.CN42-1779/TQ.201901015]
WANG Zhangqiong,BAI Junlong,YE Zhangyan.Mechanism of Negative Effect of Excessive Lime Addition on Improvement of Fine Grained Soil by Macro-Microscopic Test[J].Journal of Wuhan Institute of Technology,2020,42(01):316.[doi:10.19843/j.cnki.CN42-1779/TQ.201901015]