|
��չ���� |
|
| ������Ϣ | |
 |
Supporting info |
|
PDF(1215KB) |
|
[HTMLȫ��] |
|
�����[PDF] |
|
����� |
| �����뷴�� | |
|
�������ù����� |
|
���� |
|
Email Alert |
|
���·��� |
|
���������Ϣ |
| ���Ĺؼ���������� | |
|
FLAC3D |
|
ǿ���ۼ����� |
|
������ |
|
�ȶ�ϵ�� |
| ��������������� | |
|
����1 |
|
2 |
|
٦��1 |
|
���1 |
|
����2 |
|
��¼��2 |
| PubMed | |
|
Article by Ji, C. 1 |
|
Article by 2 |
|
Article by Nie, L. 1 |
|
Article by Ma, H. 1 |
|
Article by She, X. G. 2 |
|
Article by Liu, L. J. 2 |
FLAC3D �����������й㷺Ӧ�õ������������Ҫ����ǿ���ۼ����۵Ļ���ԭ�����û���ǿ���ۼ�����FLAC3D �������ij���ٹ�·K377 + 230 �� K377 + 520 �λ����������ֵģ�⡣����������������ôﵽ��ʼ��ƽ��״̬ʱ�����µĺ�������ֱ�����Ӧ����λ�ƣ����������µ��ƻ�����Ϊǣ��ʽ���£�ͨ��ǿ���ۼ����ۼ�������µ��ȶ�ϵ��Ϊ0. 97���ɼ���Ӧ��������ͼȷ�����µĻ����档
FLAC 3D is a widely applied software in geotechnical engineering�� We mainly introduce the principle of strength reduction theory�� Numerical simulation on the K377 + 230 �� k377 + 520 section of a highway has been made by FLAC 3D sofeware based on strength reduction theory�� To calculate the slope lateral and vertical stress and displacement when the slope gets to the initialization equilibrium condition in dead weight function��then to analyze the result that the slope failure mechanism was retrogressive landslide; after that to calculate the slope stability coefficient as 0. 97 through the strength reduction theory��finally to determine the sliding surface by the shear strain increment chart��