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| PubMed | |
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Article by Xu Y |
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Article by Wang C |
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Article by Luo Y |
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Article by Kuang S |
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Article by Liu H |
2. ������������������о���Ժ����˾, ���� 510650;
3. ����ʡ��ͨ�滮���Ժ�������ι�˾, ���� 110000;
4. ���ֽ�����ѧ��ľ����ѧԺ, ���� 130118
2. Guangzhou Municipal Engineering Design Research Institute Co., Ltd., Guangzhou 510650;
3. Liaoning Provincial Communication Planning and Design Institute Co., Ltd., Shenyang 110000;
4. School of Civil Engineering, Jilin Jianzhu University, Changchun 130118
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[4] ������,��ΰ��. �����ȶ��Է���������Ԫ���뼫��ƽ�ⷨ�Ľ��[J]. ��ʯ��ѧ�빤��ѧ��,2005(����2):5355-5359. ZENG Ya-wu, TIAN Wei-ming. Slope stability analysis by combining Fem with limit equilibrium method[J]. Chinese Journal of Rock Mechanics and Engineering,2005(Suppl.2):5355-5359.
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[7] ֣ӱ��,������. ����Ԫǿ���ۼ����������������е�Ӧ��[J]. ��ʯ��ѧ�빤��ѧ��,2004,23(19):3381-3388. ZHENG Ying-ren, ZHAO Shang-yi. Application of strength reduction FEM in soil and rock[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3381-3388.
[8] ��ï��,���Ǿ�,��͢��. ǿ���ۼ�����Ԫ���б���ʧ�ȵ��������оݼ���Ӧ��[J]. ���ּ��ֹ���ѧ��,2003,23(3):1-8. LUAN Mao-tian, WU Ya-jun, NIAN Ting-kai. A criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM[J]. Journal of Disaster Prevention and Mitigation Engineering,2003,23(3):1-8.
[9] ������,������. ����ǿ���ۼ����������ղ�ַ������������ȶ���[J].��������ѧ��,2004, 26(1):42-46. CHI Shi-chun, GUAN Li-jun. Slope stability analysis by Lagrangian difference method based on shear strength reduction[J]. Chinese Journal of Geotechnical Engineering,2004, 26(1):42-46.
[10] ������,���,������,��. ���������ǿ���ۼ����Ķ༶�����ƻ�ģʽ�о�[J].���̵���ѧ��,2007(6):784-788. HAN Ai-min, LI Jian-guo, FU Guo-li, et al. Numerical analysis of failure modes in slopes with multisteps using shear strengthen reduction FDM[J]. Journal of Engineering Geology,2007(6):784-788.
[11] ������,�ֺ�,����,��. FLAC3D V3.0�����ȶ�����ǿ���ۼ����Ķ��̲߳����㷨[J]. ������ѧ�빤��ѧ��,2018,15(7):1693-1699. QU Xiu-xiang, LIN Hang, WANG Min, et al. Study on the slope stability shear strength reduction method based on the multi-thread parallel computing technology in the FLAC3D V3.0 software[J]. Journal of Railway Science and Engineering, 2018, 15(7):1693-1699.
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[15] ������,����,����. ��ֱ��Ƕ�����������ܵ�����Ԫ����[J]. ���콻ͨ��ѧѧ��(��Ȼ��ѧ��),2010,29(6):942-946. XU Xi-bin, ZHOU Liang,LIU Tao. Finite element analysis of load-bearing properties of large diameter rock-socketed single pile[J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2010,29(6):942-946.
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