Citation: | CHENG Tao, HONG Baoning, LIU Xin, HUANG Man. Determination of Optimal Sand Content for Improving High Liquid Limit Soil[J]. Journal of Southwest Jiaotong University, 2012, 25(4): 580-585,596. doi: 10.3969/j.issn.0258-2724.2012.04.007 |
JAFARI M K, SHAFIEE A. Mechanical behavior of compacted composite clays[J]. Canadian Geotechnical Journal, 2004, 41(1): 1152-1167.
|
RAHARDJO H, LIM T T, CHANG M F, et al. Shear strength characteristics of a residual soil[J]. Canadian Geotechnical Journal, 1995, 32(1): 60-70.
|
YUCEL G, AHMET H A. Geo-environmental behavior of foundry sand amended mixtures for highway sub bases[J]. Waste Management, 2006, 26(7): 932-945.
|
RAYMOND N Y, VAHID R O. Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils[J]. Applied Clay Science, 2007, 35(4): 238-249.
|
吴立坚,钟发林,吴昌兴,等. 高液限土的路用特性研究[J]. 岩土工程学报,2003,25(2): 193-195. WU Lijian, ZHONG Falin, WU Changxing, et al. Study on road made by high liquid limit soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 193-195.
|
陈柏年,朱凤艳,韩勤. CBR试验内在机理研究及影响因素的分析[J]. 标准化工作,2001,13(1): 28-30. CHEN Bonian, ZHU Fengyan, HAN Qin. Study on mechanism and influencing factor in CBR test[J]. Communications Standardization, 2001, 13(1): 28-30.
|
沈康鉴,喻自祥. 高液限土改性及施工含水量、施工工艺的研究[J]. 公路,2008,4(2): 148-153.
|
胡昕,洪宝宁. 高液限土和煤系土抗剪强度的水敏感性比较研究[J]. 四川大学学报:工程科学版,2010,42(1): 54-59. HU Xin, HONG Baoning. Comparative study on the water sensitivity of shear strength of high liquid limit soil and coal-bearing soil[J]. Journal of Sichuan Univer-sity: Engineering Science Edition, 2010, 42(1): 54-59.
|
朱冬梅,邓百洪. 广东云浮高液限土路堤填料改良方案试验研究[J]. 公路交通技术,2010,4(2): 5-10. ZHU Dongmei, DENG Baihong. Test and study on filling improvement programs for Guangdong Yunfu high liquid limit soil embankment[J]. Technology of Highway and Transport, 2010, 4(2): 5-10.
|
李书华. 高液限土填筑及压实控制标准研究. 南京:河海大学,2007.
|
中华人民共和国水利部. GB/T 10123—1999土工试验方法标准[S]. 北京:中国水利水电出版社,1999.
|
李方华. 高液限土填料改良的最佳掺砂砾石比试验研究[J]. 岩土力学,2010,31(3): 785-788. LI Fanghua. Experimental study of optimal proportion of gravel adopted to improve the properties of high liquid limit soil subgrade[J]. Rock and Soil Mechanics, 2010, 31(3): 785-788.
|
中交第一公路工程局有限公司. JTG F10—2006 公路路基施工技术规范 [S]. 北京:人民交通出版社,2006.
|
杨广庆,高民欢,张新宇. 高速公路路基填料承载比影响因素研究[J]. 岩土工程学报,2006,28(1): 97-100. YANG Guangqing, GAO Minhuan, ZHANG Xinyu. Study on influence factors of California bearing ratio (CBR) of expressway subgrade materials[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 97-100.
|
钱家欢,殷宗泽. 土工原理与计算[M]. 北京:水利电力出版社,1996: 28-31.
|