Citation: | FANG Guang-wen, ZHU Yan-peng, YE Shuai-hua, WU Qiang. Reliability analysis of soil nailing-reinforced slopes considering fuzzy randomness[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 122-126. DOI: 10.11779/CJGE2021S1022 |
[1] |
熊文林, 李胡生. 岩石样本力学参数值的随机-模糊处理方法[J]. 岩土工程学报, 1992, 14(6): 101-108. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC199206012.htm
XIONG Wen-lin, LI Hu-Sheng. A random-fuzzy method for treating the experimental data of mechanical parameters of rock sample[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(6): 101-108. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC199206012.htm
|
[2] |
贾厚华, 贺怀建. 边坡稳定模糊随机可靠度分析[J]. 岩土力学, 2003, 24(4): 657-660. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200304042.htm
JIA Hou-hua, HE Huaijian. Analysis of fuzzy-random reliability of slope stability[J]. Rock and Soil Mechanics, 2003, 24(4): 657-660. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200304042.htm
|
[3] |
吕玺琳, 钱建固, 吕龙, 等. 边坡模糊随机可靠性分析[J]. 岩土力学, 2008, 29(12): 3437-3442. doi: 10.3969/j.issn.1000-7598.2008.12.048
LÜ Xi-lin, QIAN Jian-guo, LÜ Long, et al. Fuzzy stochastic reliability analysis of slopes[J]. Rock and Soil Mechanics, 2008, 29(12): 3437-3442. (in Chinese) doi: 10.3969/j.issn.1000-7598.2008.12.048
|
[4] |
王宇, 贾志刚, 李晓, 等. 边坡模糊随机可靠性分析的模糊点估计法[J]. 岩土力学, 2012, 33(6): 1795-1800. doi: 10.3969/j.issn.1000-7598.2012.06.030
WANG Yu, JIA Zhi-gang, LI Xiao, et al. Fuzzy random reliability analysis of slope based on fuzzy point estimate method[J]. Rock and Soil Mechanics, 2012, 33(6): 1795-1800. (in Chinese) doi: 10.3969/j.issn.1000-7598.2012.06.030
|
[5] |
El-RAMLY H, MORGENSTERN N R, CRUDEN D M. Probabilistic slopestabilityanalysisforpractice[J]. Canadian Geotechnical Journal. 2002, 39(3): 665-683. doi: 10.1139/t02-034
|
[6] |
WONG F S. Slope reliability and response surface method[J]. Journal of Geotechcal Engineering, 1985, 111(1): 32-53. doi: 10.1061/(ASCE)0733-9410(1985)111:1(32)
|
[7] |
GRIFFITHS D. V, FENTON G A. Probabilistic slope stability analysisbyfiniteelements[J]. Journalof Geotechnical and Geoenvironmental Engineering, 2004, 130(5): 507-518. doi: 10.1061/(ASCE)1090-0241(2004)130:5(507)
|
[8] |
YE S. H, FANG G W, MA X R. Reliability analysis of grillage flexible slope supportingstructurewithanchors considering fuzzy transitional interval and fuzzy randomness of soil parameters[J]. Arabian Journal for Science and Engineering, 2019, 44(10): 8849-8857.
|
[9] |
朱彦鹏, 罗晓辉, 周勇. 支挡结构设计[M]. 北京: 高等教育出版社, 2008.
ZHU Yan-peng, LUO Xiao-hui, ZHOU Yong. Design of Retaining Structures[M]. Beijing: Higher Eduation Press. (in Chinese)
|
[10] |
朱彦鹏, 李忠. 深基坑土钉支护稳定性分析方法的改进及软件开发[J]. 岩土工程学报, 2005, 27(8): 939-943. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200508018.htm
ZHU Yan-peng, LI Zhong. Improvement on stability analysis of soil nailing in foundation excavations and its software development[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 939-943. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200508018.htm
|
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