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浅表土人工冻土冻胀特性的研究(PDF)

《南京林业大学学报(自然科学版)》[ISSN:1000-2006/CN:32-1161/S]

Issue:
2010年04期
Page:
65-68
Column:
研究论文
publishdate:
2010-08-06

Article Info:/Info

Title:
Experimental research on the frost heave behavior of shallow top soil
Author(s):
ZHANG Ting1 YANG Ping1* WANG Xiaobin2
1.College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China; 2.Changshu Institute of Technology, Changshu 215500, China
Keywords:
artificial frozen soil frost heave influence factor compositive forecasting model
Classification number :
U454
DOI:
10.3969/j.jssn.1000-2006.2010.04.015
Document Code:
A
Abstract:
The shallow top soil in Nanjing is selected as the sample to investigate, and the frost heave deformation is measured by independently developed equipment to study the frost heave disciplinarian of soils in different cold junction temperature, moisture content and load effect. The results showed that the soils’ frozenheave factor reduces linearly with cold junction temperature decreasing, enhances linearly with moisture content increasing, exponential declining with load effect increasing. On the other hand, carrying on four factors three levels orthogonal experiments to the muddy clay, analyzing various factors from the test result to the soil frost heave disciplinarian influence primary and secondary order, namely, moisture content> cold junction temperature> load effect. Lastly,compositive forecasting model can be found which reflecting the relationship between influence factor and soil’s frost heave disciplinarian. The mathematical model is an evidence to freezing method’s designing and construction in Nanjing.

References

[1]杨平,佘才高,董朝文,等. 人工冻结法在南京地铁张府园车站的应用[J]. 岩土力学,2003,24(增 2):388-391.
[2]齐吉琳,马巍. 冻融作用对超固结土强度的影响[J]. 岩土工程学报,2006,28(12):2082-2086.
[3]杨成松,何平,程国栋,等. 冻融作用对土体干容重和含水量影响的试验研究[J]. 岩石力学与工程 学报,2003,22(增2):2695-2699.
[4]Radd F J, Oertle D H. Experimental pressure studies of frost heave mechanisms and the growth fusion hehavior[C]//2nd Int. Conf on Permafrost. Washington: National Academy Press, 1973.
[5]Miller R D. Freezing and heaving of saturated and un saturated soils[J]. Highway Research Board, 1972, 393: 1-11.
[6]柯洁铭,杨平.冻土冻胀融沉的研究进展[J].南京林业大学学报:自然科学版,2004,28(4):105- 108.
[7]柯洁铭,杨平. 有限单元法在人工冻土冻胀数学模型分析中的应用[J]. 公路工程,2009,34 (1):25-29.
[8]杨平,张婷. 人工冻融土物理力学性能研究[J]. 冰川冻土,2002,24(5):665-667.
[9]Ping Yang, Jieming Ke, Wang J G, et al. Numerical simulation of frost heave with coupled water freezing, temperature and stress fields in tunnel excavation[J]. Computer and Geotechnics, 2006, 33: 6-7.
[10]陈湘生,濮家骝,殷昆亭,等. 地基冻融循环离心模型试验研究[J]. 清华大学学报,2002,42 (4):531-534.
[11]王效宾,杨平,王海波,等. 冻融作用对黏土力学性能影响的试验研究[J]. 岩土工程学 报,2009,31(11):1768-1772.
[12]王效宾,杨平,张婷. 人工冻土融沉特性试验研究[J]. 南京林业大学学报:自然科学版,2008,32 (4):108-112.
[13]王效宾,杨平. 基于BP人工神经网络的冻土融沉系数预测方法研究[J]. 森林工程,2008,24 (5):18-21.
[14]中国标准化技术委员会. GB/T 50123—1999土工试验方法标准[S]. 北京:中国标准出版 社,1999.
[15]徐学祖,邓友生. 冻土中水分迁移的实验研究[M]. 北京:科学出版社,1991. (责任编辑李燕文)第34卷第4期2010年7月南京林业大学学报(自然科学版)Journal of Nanjing Forestry University (Natural Science Edition)Vol.34, No.4Jul., 2010

Last Update: 2010-08-06