Citation: | XU Hu-cheng, LIU Yu-xin, WANG Yi, HAN Xiao-feng, DINA Tursun Ali. Double-optimization design of trapezoidal canals considering frost-heave resistance and hydraulic section[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 203-206. DOI: 10.11779/CJGE2022S2044 |
[1] |
王正中. 梯形渠道砼衬砌冻胀破坏的力学模型研究[J]. 农业工程学报, 2004, 20(3): 24–29. https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201308014.htm
WANG Zheng-zhong. Establishment and application of mechanics models of frost heaving damage of concrete lining trapezoidal open canal[J]. Transactions of the Chinese Society of Agricultural Engineering, 2004, 20(3): 24–29. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201308014.htm
|
[2] |
王正中, 李甲林, 陈涛, 等. 弧底梯形渠道砼衬砌冻胀破坏的力学模型研究[J]. 农业工程学报, 2008, 24(1): 18–23. https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU200801003.htm
WANG Zheng-zhong, LI Jia-lin, CHEN Tao, et al. Mechanics models of frost-heaving damage of concrete lining trapezoidal canal with arc-bottom[J]. Transactions of the Chinese Society of Agricultural Engineering, 2008, 24(1): 18–23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU200801003.htm
|
[3] |
王正中, 刘旭东, 陈立杰, 等. 刚性衬砌渠道不同纵缝削减冻胀效果的数值模拟[J]. 农业工程学报, 2009, 25(11): 1–7. doi: 10.3969/j.issn.1002-6819.2009.11.001
WANG Zheng-zhong, LIU Xu-dong, CHEN Li-jie, et al. Computer simulation of frost heave for concrete lining canal with different longitudinal joints[J]. Transactions of the Chinese Society of Agricultural Engineering, 2009, 25(11): 1–7. (in Chinese) doi: 10.3969/j.issn.1002-6819.2009.11.001
|
[4] |
刘旭东, 王正中, 闫长城, 等. 基于数值模拟的双层薄膜防渗衬砌渠道抗冻胀机理探讨[J]. 农业工程学报, 2011, 27(1): 29–35. https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201101007.htm
LIU Xu-dong, WANG Zheng-zhong, YAN Chang-cheng, et al. Exploration on anti-frost heave mechanism of lining canal with double films based on computer simulation[J]. Transactions of the Chinese Society of Agricultural Engineering, 2011, 27(1): 29–35. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NYGU201101007.htm
|
[5] |
李爽, 王正中, 高兰兰, 等. 考虑混凝土衬砌板与冻土接触非线性的渠道冻胀数值模拟[J]. 水利学报, 2014, 45(4): 497–503. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201404016.htm
LI Shuang, WANG Zheng-zhong, GAO Lan-lan, et al. Numerical simulation of canal frost heaving considering nonlinear contact between concrete lining board and soil[J]. Journal of Hydraulic Engineering, 2014, 45(4): 497–503. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201404016.htm
|
[6] |
陈立杰, 王正中, 刘旭东, 等. 高地下水位灌排渠道衬砌结构抗冻胀数值模拟[J]. 长江科学院院报, 2009, 26(9): 66–70. https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB200909018.htm
CHEN Li-jie, WANG Zheng-zhong, LIU Xun-dong, et al. Simulation analysis of channel frost heave under high groundwater level[J]. Journal of Yangtze River Scientific Research Institute, 2009, 26(9): 66–70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB200909018.htm
|
[7] |
柯洁铭. 人工冻土冻胀数值模拟分析[D]. 南京: 南京林业大学, 2004.
KE Jie-ming. Numerical Simulation of Artificial Freezing Method Induced Soil Frost Heave[D]. Nanjing: Nanjing Forestry University, 2004. (in Chinese)
|
[8] |
李安国, 陈瑞杰, 杜应吉, 等. 渠道冻胀模拟试验及衬砌结构受力分析[J]. 防渗技术, 2000(1): 5–16. https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS200001001.htm
LI An-guo, CHEN Rui-jie, DU Ying-ji, et al. Simulation test of canal frost heave and stress analysis of lining structure[J]. Technique of Seepage Control, 2000(1): 5–16. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS200001001.htm
|
[9] |
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.
XU Xue-zu, DENG You-sheng. Experimental Study on Water Migration in Frozen Soil[M]. Beijing: Science Press, 1991. (in Chinese)
|
[10] |
渠道防渗工程技术规范: GB50288-1999. [S].
Technical specification for seepage control engineering of canals: GB50288-1999. [S]. (in Chinese)
|
[11] |
中华人民共和国水利部. 渠道防渗工程技术规范: SL 18—2004[S]. 北京: 中国水利水电出版社, 2005.
Ministry of Water Resources of the People's Republic of China. Technique specification for seepage prevention engineering on canal: SL 18—2004[S]. Beijing: China Water & Power Press, 2005. (in Chinese)
|
[12] |
吕宏兴. 水力学[M]. 北京: 中国农业出版社, 2002.
LÜ Hong-xing. Hydraulics[M]. Beijing: China Agriculture Press, 2002. (in Chinese)
|
[1] | WANG Zili, LI Jinfeng, TENG Jidong, ZHANG Sheng, SHENG Daichao. THM coupled model for simulating frost heave based on a new water film pressure criterion[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 997-1007. DOI: 10.11779/CJGE20220227 |
[2] | ZHOU Feng-xi, GAO Guo-yao. Multi-field coupling process of heat-moisture-salt in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 813-820. DOI: 10.11779/CJGE201905003 |
[3] | WANG Yi, WANG Zheng-zhong, LIU Quan-hong, XIAO Min. Experimental investigations on frost damage of canals caused by interaction between frozen soils and linings in cold regions[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1799-1808. DOI: 10.11779/CJGE201810006 |
[4] | CHEN Pei-pei, BAI Bing. Numerical simulation of moisture-heat coupling in porous media with circular heat source by SPH method[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1025-1030. DOI: 10.11779/CJGE201506008 |
[5] | HE Min, LI Ning, LIU Nai-fei. Analysis and validation of coupled heat-moisture-deformation model forsaturated frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1858-1865. |
[6] | Separate ice frost heave model for coupled moisture and heat transfer in saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1746-1751. |
[7] | Ice lens growth process involving coupled moisture and heat transfer during freezing of saturated soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4). |
[8] | Finite volume simulation for coupled moisture and heat transfer during soil freezing[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3). |
[9] | Yang DaiQuan, Shen Zhujiang. Modelling fully coupled moisture, air and heat transfer in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 357-361. |
[10] | Guo Li, Miao Tiande, Zhang Hui, Niu Yonghong. Thermodynamic models of heat moisture migration in saturated freezing soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 90-94. |
1. |
张勇敢,鲁洋,刘斯宏,田金博,张思钰,方斌昕. 土工袋抑制膨胀土冻胀性能试验及机制探讨. 岩土力学. 2024(03): 759-768+796 .
![]() | |
2. |
赵庆吉,郭妍秀,杨甫权,海明威,张启,周彬,闫涵. 寒区水利工程膨胀土边坡冻胀特性研究. 水利科学与寒区工程. 2024(07): 1-4 .
![]() | |
3. |
上官云龙,薛东升,王罡. 延边地区膨胀土冻胀特性及起始冻胀含水率试验研究. 吉林建筑大学学报. 2024(04): 31-36 .
![]() | |
4. |
王家琪,刘志峰,张涛,肖智,薛磊,樊文虎. 单向冻结条件下饱和粉土局部冻胀特性研究. 金陵科技学院学报. 2024(04): 40-47 .
![]() | |
5. |
陆世锋,冯世进. 固相可降解土体多场耦合模型及有限体积法数值实现. 岩土工程学报. 2023(07): 1438-1450 .
![]() | |
6. |
李星,顾鑫,夏晓舟,陈爱玖,章青. 考虑相变的近场动力学热-力耦合模型及多孔介质冻结破坏模拟. 力学学报. 2022(12): 3310-3318 .
![]() |