|
|
|
| TEST STUDY OF EFFECT OF FREEZING SPEED ON BEHAVIOR OF Q2 LOESS |
| YE Wanjun1,2,YANG Gengshe1,LI Xi?an2,PENG Jianbing2,MA Shixiong1 |
(1. College of Architecture and Civil Engineering,Xi'an University of Science and Technology,Xi'an,Shaanxi 710054,China;
2. Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Chang'an University,
Xi'an,Shaanxi 710054,China) |
|
|
|
|
Abstract Microscopic analysis of soil mesostructure and direct shear test for Q2 loess with different water contents under different freezing speeds are conducted. The results show as follows:(1) When the water content of loess sample is low,with the increase of freezing speed,the statistical frequency of low-density area increase a little,while the statistical frequency of middle-density area scarcely changes and that of high-density area decreases a little. So the freezing speed has little effect on each density area of Q2 loess. When the water content of loess sample is higher,the freezing speed has great impact on high-density and has little impact on low-density area. The greater the water content is,the greater the impact is. (2) When the freezing speed is slow,the effect of water frost function on the behavior of loess is not obvious. When the freezing speed is faster,the water in loess freezes before it migrates to the loess sample? freezing front;and the water frost heaves in loess. When the volume of ice is larger than its expansion in the loess free space,the volume of loess increases a little;and the density and cohesion decrease because the water in loess frost heaves. The greater the water content is,the greater the volume increase,and the greater the decreasing degree of loess sample?s density and cohesion are. The frost heave force makes the proportion of large pore in loess decrease and the contact points between particles of soil increase,which make the internal friction angle of loess increase. The faster the freezing speed is and the larger the water content is,the greater the increment of internal friction angle is.
|
|
Received: 04 March 2011
|
|
|
|
| [1] 董瑞琨,许兆义,杨成永. 青藏高原冻融侵蚀动力特征研究[J]. 水土保持学报,2000,14(4):12–16.(DONG Ruikun,XU Zhaoyi,YANG Chengyong. Dynamic characteristics of freezing and thawing erosion on Qinghai—Tibet Plateau[J]. Journal of Soil and Water Conservation,2000,14(4):12–16.(in Chinese))
[2] 齐吉琳,程国栋,VERMEER P A,等. 冻融作用对土工程性质影响的研究现状[J]. 地球科学进展,2005,20(8):887–893.(QI Jilin,CHENG Guodong,VERMEER P A,et al. Present situation of study of influence of freeze-thaw on engineering properties of soils[J]. Advance in Earth Sciences,2005,20(8):887–893.(in Chinese))
[3] 荚 颖. 辽西风积土特性及冻融后结构性演变试验研究[硕士学位论文][D]. 辽宁:辽宁工程技术大学,2006.(JIA Ying. Test study of the characteristic of aeolian soil of western Liaoning province and its structural change after freezing and thawing[M. S. Thesis][D]. Liaoning:Liaoning Technical University,2006.(in Chinese))
[4] 齐吉琳,张建明,朱元林. 冻融作用对土结构性影响的土力学意义[J]. 岩石力学与工程学报,2003,22(增2):2 690–2 694.(QI Jilin,ZHANG Jianming,ZHU Yuanlin. Influence of freezing-thawing on soil structure and its soil mechanics significance[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(Supp.2):2 690–2 694.(in Chinese))
[5] 杨更社,张全胜,蒲毅彬. 冻结温度对岩石细观损伤扩展特性影响[J]. 岩土力学,2004,25(9):1 409–1 412.(YANG Gengshe,ZHANG Quansheng,PU Yibin. Preliminary study on mesodamage propagation characteristics of rock under condition of freezing temperature[J]. Rock and Soil Mechanics,2004,25(9):1 409–1 412. (in Chinese))
[6] 徐光苗,刘泉声,彭万巍,等. 低温作用下岩石基本力学性质试验研究[J]. 岩石力学与工程学报,2006,25(12):2 502–2 508.(XU Guangmiao,LIU Quansheng,PENG Wanwei,et al. Experimental study on basic mechanical behaviors of rocks under low temperatures[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12):2 502–2 508.(in Chinese))
[7] 李国玉,马 巍,李 宁,等. 冻融对压实黄土工程地质特性影响的试验研究[J]. 水利与建筑工程学报,2010,8(4):5–7.(LI Guoyu,MA Wei,LI Ning,et al. Experimental research on impact of freezing and thawing on engineering geological properties of compacted loess[J]. Journal of Water Resources and Architectural Engineering,2010,8(4):5–7.(in Chinese))
[8] 董晓宏,张爱军,连江波,等. 非饱和冻融黄土固结蠕变特性研究[J]. 人民长江,2010,41(3):88–91.(DONG Xiaohong,ZHANG Aijun,LIAN Jiangbo,et al. Study on consolidation creep behavior of unsaturated loess suffering freezing-thawing cycles[J]. Yangtze River,2010,41(3):88–91.(in Chinese))
[9] 毕贵权,张 侠,李国玉,等. 冻融循环对黄土物理力学性质影响的试验[J]. 兰州理工大学学报,2010,36(2):114–117.(BI Guiquan,ZHANG Xia,LI Guoyu,et al. Experiment of impact of freezing- thawing cycle on physico-mechanical properties of loess[J]. Journal of Lanzhou University of Technology,2010,36(2):114–117.(in Chinese))
[10] 宋春霞,齐吉琳,刘奉银. 冻融作用对兰州黄土力学性质的影响[J]. 岩土力学,2008,29(4):1 078–1 080.(SONG Chunxia,QI Jilin,LIU Fengyin. Influence of freeze-thaw on mechanical properties of Lanzhou loess[J]. Rock and Soil Mechanics,2008,29(4):1 078– 1 080.(in Chinese))
[11] 王铁行,罗少锋,刘小军. 考虑含水率影响的非饱和原状黄土冻融强度试验研究[J]. 岩土力学,2010,31(8):2 378–2 382.(WANG Tiehang,LUO Shaofeng,LIU Xiaojun. Testing study of freezing- thawing strength of unsaturated undisturbed loess considering influence of moisture content[J]. Rock and Soil Mechanics,2010,31(8):2 378– 2 382.(in Chinese))
[12] 连江波,张爱军,郭敏霞,等. 反复冻融循环对黄土孔隙比及渗透性的影响[J]. 人民长江,2010,41(12):56–62.(LIAN Jiangbo,ZHANG Aijun,GUO Minxia,et al. Influence of iterative freezing- thawing on void ratio and permeability of loess[J]. Yangtze River,2010,41(12):56–62.(in Chinese)) |
|
|
|