Citation: | SUN Jian-sheng. Mechanical concept errors in anti-sliding stability computational model of "vector sum method"[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 975-980. DOI: 10.11779/CJGE202105024 |
[1] |
朱大勇, 卢坤林, 台佳佳, 等. 基于数值应力场的极限平衡法及其工程应用[J]. 岩石力学与工程学报, 2009, 28(10): 1969-1975. doi: 10.3321/j.issn:1000-6915.2009.10.002
ZHU Da-yong, LU Kun-lin, TAI Jia-jia, et al. Limit equilibrium method based on numerical stress field and its application to engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(10): 1969-1975. (in Chinese) doi: 10.3321/j.issn:1000-6915.2009.10.002
|
[2] |
葛修润. 岩石疲劳破坏的变形控制律、岩土力学试验的实时X射线CT扫描和边坡坝基抗滑稳定分析的新方法[J]. 岩土工程学报, 2008, 30(1): 1-20. doi: 10.3321/j.issn:1000-4548.2008.01.001
GE Xiu-run. Deformation control lew of rock fatigue failure, real-time X-ray CT scan of geotechnical testing, and new method of stability analysis of slopes and dam foundation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 1-20. (in Chinese) doi: 10.3321/j.issn:1000-4548.2008.01.001
|
[3] |
刘艳章, 葛修润, 李春光, 等. 基于矢量法安全系数的滑坡与坝基稳定分析[J]. 岩石力学与工程学报, 2007, 26(10): 2130-2140. doi: 10.3321/j.issn:1000-6915.2007.10.025
LIU Yan-zhang, GE Xiu-run, LI Chun-guang, et al. Stability analysis of slope and dam foundation based on vector method safety factor[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(10): 2130-2140. (in Chinese) doi: 10.3321/j.issn:1000-6915.2007.10.025
|
[4] |
吴振君, 葛修润. 求解边坡矢量和安全系数的条分法[J]. 岩土力学, 2009, 30(8): 2337-2342. doi: 10.3969/j.issn.1000-7598.2009.08.025
WU Zhen-jun, GE Xiu-run. Solving vector sum factor of safety of method of slices[J]. Rock and Soil Mechanics, 2009, 30(8): 2337-2342. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.08.025
|
[5] |
郭明伟, 李春光, 葛修润, 等. 基于矢量和分析方法的边坡边坡滑面搜索[J]. 岩土力学, 2009, 30(6): 1775-1781. doi: 10.3969/j.issn.1000-7598.2009.06.043
GUO Ming-wei, LI Chun-guang, GE Xiu-run, et al. Searching potential slip surface of slopes based on the vector sum analysis method[J]. Rock and Soil Mechanics, 2009, 30(6): 1775-1781. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.06.043
|
[6] |
邓琴, 郭明伟, 李春光, 等. 基于边界元法的边坡矢量和稳定分析[J]. 岩土力学, 2010, 31(6): 1971-1976. doi: 10.3969/j.issn.1000-7598.2010.06.049
DENG Qin, GUO Ming-wei, LI Chun-guang, et al. Vector sun method for slope stability analysis boundary element method[J]. Rock and Soil Mechanics, 2010, 31(6): 1971-1976. (in Chinese) doi: 10.3969/j.issn.1000-7598.2010.06.049
|
[7] |
沈华章, 张国发, 王水林, 等. 基于矢量分析法的边坡下滑推力计算[J]. 岩土力学, 2016, 37(4): 1096-1108. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604025.htm
SHEN Hua-zhang, ZHANG Guo-fa, WANG Shui-lin, et al. Calculation of downslide thrust of slope based on vector analysis method[J]. Rock and Soil Mechanics, 2016, 37(4): 1096-1108. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604025.htm
|
[8] |
刘艳章. 边坡及坝基抗滑稳定的矢量和分析方法研究[D]. 武汉: 中国科学院武汉岩土力学研究所, 2007.
LIU Yan-zhang. Vector Sun Analysis Method of Slopes and Dam Foundation Stability Against Sliding[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2007. (in Chinese)
|
[9] |
郭明伟, 葛修润, 李春光, 等. 边坡和坝基抗滑稳定分析的三维矢量和法及其工程应用[J]. 岩石力学与工程学报, 2010, 29(1): 8-20. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201001001.htm
GUO Min-wei, GE Xiu-run, LI Chun-guang, et al. Three dimensional vector sum method employed in slope and dam foundation stability analysis and its applications to practical engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 8-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201001001.htm
|
[10] |
郭明伟, 葛修润, 李春光, 等. 基于矢量和方法的边坡稳定性分析中整体下滑趋势方向的探讨[J]. 岩土工程学报, 2009, 31(4): 577-583. doi: 10.3321/j.issn:1000-4548.2009.04.014
GUO Ming-wei, GE Xiu-run, LI Chun-guang, et al. Study on potential sliding direction in slope stability analysis based on vector sum method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 577-583. (in Chinese) doi: 10.3321/j.issn:1000-4548.2009.04.014
|
[11] |
沈辉, 罗先启, 李野, 等. 乌东德拱坝坝肩三维抗滑稳定分析[J]. 岩石力学与工程学报, 2012, 31(5): 1026-1033. doi: 10.3969/j.issn.1000-6915.2012.05.020
SHEN Hui, LUO Xian-qi, LI Ye, et al. Three- dimensional stability analysis of dam abutment of Wudongde arch dam[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1026-1033. (in Chinese) doi: 10.3969/j.issn.1000-6915.2012.05.020
|
[12] |
罗勇, 周春梅, 吴燕玲, 等. 基于矢量和法的矿山边坡稳定性分析[J]. 武汉工程大学学报, 2010, 32(12): 43-46. doi: 10.3969/j.issn.1674-2869.2010.12.011
LUO Yong, ZHOU Chun-mei, WU Yan-ling, et al. Stability analysis of mine slope based on vector sun analysis method[J]. Journal of Wuhan Institute of Technology, 2010, 32(12): 43-46. (in Chinese) doi: 10.3969/j.issn.1674-2869.2010.12.011
|
[13] |
赵家成, 吴剑, 晏华斌. 矢量和方法在重力坝深层抗滑稳定评价上的应用[J]. 水电能源科学, 2013, 31(1): 53-56. https://www.cnki.com.cn/Article/CJFDTOTAL-SDNY201301016.htm
ZHAO Jia-cheng, WU Jian, YAN Hua-bin. Application vector sum analysis method in gravity dam stability evaluation against deep slilding[J]. Water Resources and Power, 2013, 31(1): 53-56. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SDNY201301016.htm
|
[14] |
秦晓艳, 金鑫, 介玉新, 等. 加筋土边坡的矢量和法稳定分析[J]. 水力发电学报, 2012, 31(5): 223-249. https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201205037.htm
QIN Xiao-yan, JIN Xin, JIE Yu-xin, et al. Stability analysis on reinforced soil slopes with vector sum analysis method[J]. Journal of Hydroelectric Engineering, 2012, 31(5): 223-249. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201205037.htm
|
[15] |
沈华章, 郭明伟, 王水林, 等. 基于离散元的边坡矢量和稳定分析方法研究[J]. 岩土力学, 2016, 37(2): 592-600. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201602037.htm
SHEN Hua-zhang, GUO Ming-wei, WANG Shui-lin, et al. Vector sum method for slope stability analysis based on discrete elements[J]. Rock and Soil Mechanics, 2016, 37(2): 592-600. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201602037.htm
|
[16] |
邹烨, 郭明伟, 王水林, 等. 地震荷载下三维边坡动力稳定分析[J]. 岩石力学与工程学报, 2017, 36(5): 1174-1184. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201705013.htm
ZOU Ye, GUO Ming-wei, WANG Shui-lin, et al. Dynamic stability analysis of three dimensional slopes under seismic loads[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(5): 1174-1184. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201705013.htm
|
[17] |
平曈其, 罗先启, 郑安兴. 地震作用下裂隙对岩质边坡稳定性影响分析[J]. 岩土力学, 2015, 38(2): 600-606. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201502045.htm
PING Tong-qi, LUO Xian-qi, ZHENG An-xing. Analysis of influence of cracks on rock slope stability under seismic loading[J]. Rock and Soil Mechanics, 2015, 38(2): 600-606. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201502045.htm
|
[18] |
薛海斌, 党发宁, 尹小涛, 等.应变软化边坡稳定性分析[J]. 岩土工程学报, 2016, 38(3): 570-576. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603026.htm
XUE Hai-bin, DANG Fa-ning, YIN Xiao-tao, et al. Stability analysis method for strain softening slopes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 570-576. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603026.htm
|
[19] |
张海涛, 罗先启, 沈辉, 等. 基于矢量和的滑面应力稳定分析方法[J]. 岩土力学, 2018, 39(5): 1691-1699. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805019.htm
ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, et al. Vector-sum-based slip surface stress method for analyzing slip mass stability[J]. Rock and Soil Mechanics, 2018, 39(5): 1691-1699. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805019.htm
|
[20] |
王伟, 陈国庆, 郑水全, 等. 考虑张拉-剪切渐进破坏稳定性分析[J]. 岩土力学, 2019, 40(增刊1): 468-476. https://cdmd.cnki.com.cn/Article/CDMD-10616-1019216879.htm
WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, et al. Study on the Vector sum method of slope considering tensile-shear progressive failure[J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. (in Chinese) https://cdmd.cnki.com.cn/Article/CDMD-10616-1019216879.htm
|
[21] |
邹烨, 严东方. 基于矢量和法的三维边坡滑面搜索研究[J]. 水利与建筑工程学报, 2019, 17(4): 107-111, 171. https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201904019.htm
ZOU Ye, YAN Dong-fang. Critical slip surface of three dimensional slope based on vector sun method[J]. Journal of Water Resources and Architectural Engineering, 2019, 17(4): 107-111, 171. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201904019.htm
|
[22] |
孙加平, 魏星, 宋保保. 基于最小势能原理的三维边坡稳定矢量和法[J]. 长江科学院院报, 2020, 37(11): 102-106. https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB202011021.htm
SUN Jia-ping, WEI Xing, SONG Bao-bao. Vector sum analysis method for analyzing the stability of three dimensional slope based on minimum potential energy[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(11): 102-106. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB202011021.htm
|
[23] |
孙建生. 基于有限元应力载荷宏观刚性滑裂面极限平衡稳定计算理论[J]. 岩石力学与工程学报, 2018, 37(4): 862-875. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201804009.htm
SUN Jian-sheng. Theoretical model of stability calculation of macro-rigid sliding planes with FEM stress load based on limit equilibrium[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(4): 862-875. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201804009.htm
|
[24] |
葛修润, 任建喜, 李春光, 等. 三峡左厂3#坝段深层抗滑稳定三维有限元分析[J]. 岩土工程学报, 2003, 25(4): 389-394. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200304001.htm
GE Xiu-run, REN Jian-xi, LI Chun-guang, et al. 3D-FEM analysis of deep sliding stability of #3 dam foundation of left power house of three Gorges Project[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 389-394. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200304001.htm
|