[an error occurred while processing this directive] ������� 2010, 29(4) 628-632 DOI:     ISSN: 1004-5589 CN: 22-1111/P

����Ŀ¼ | ����Ŀ¼ | ������� | �߼�����                                                            [��ӡ��ҳ]   [�ر�]
����
��չ����
������Ϣ
Supporting info
PDF(201KB)
[HTMLȫ��]
�����[PDF]
�����
�����뷴��
�ѱ����Ƽ�������
�����ҵ����
�������ù�����
����
Email Alert
���·���
���������Ϣ
���Ĺؼ����������
��������
UNWEDGE ���
LPG ���´���
�ȶ���
���������������
�����1
��ΰ1
�߷ﻳ2
PubMed
Article by Liu, X. F. 1
Article by Qi, W. 1
Article by Gao, F. H. 2
����������LPG ���´���Χ���ȶ��Է����е�Ӧ��
�����1, ��ΰ1, �߷ﻳ2
1�� ���ִ�ѧ���蹤��ѧԺ������130026; 2�� �й�ʯ����Ȼ��������������о�Ժ�������̴���ɽ���ൺ266071
ժҪ��

Ӧ��UNWEDGE �������ൺijLPG ���´���ˮĻ�ȵ�1K0 + 125 �� 145 �ν��йؼ�������������㣬�õ�4 �����ƶ����塣���У�����1 λ���ȵ��ײ���Ϊ���ȿ���; ����4��5 �ֱ�λ���ȵ����ұ�ǽ����ȫϵ��Ϊ1. 945 ��3. 385��������������Ҫ��; ����8 λ���ȵ�������������������ϴ󣬰�ȫϵ��ȡΪ0��������ر�֧���ͷ���������֧����������֧��ǰ�����Աȿ��Կ��������尲ȫϵ����߷��Ƚϴ󣬿���8 ��ê��֧����ê��֧������°�ȫϵ���ֱ�Ϊ1. 278 ��6. 406�����������������߿��尲ȫϵ���������ԣ�֧���������㹤�̰�ȫ��Ҫ��

�ؼ����� ��������   UNWEDGE ���   LPG ���´���   �ȶ���  
Application of block theory in stability analysis on the surrounding rocks of LPG underground storage
LIU Xiang-Fei-1, QI Wei-1, GAO Feng-Huai-2
1�� College of Construction Engineering��Jilin University��Changchun 130026��China; 2�� Engineering of Geotechnical��East-China Survey Design �� Research Institute of China Petroleum Natural Gas Group Company��Qingdao 266071��Shandong��China
Abstract:

The research and calculation of the key block of 1K0 + 125 �� 145 section in water curtain gallery at Qingdao LPG underground storage have been done using UNWEDGE software��and obtained four removable blocks�� Block 1 was a self-stable block and located at the bottom of the gallery�� Block 4 and block 5 located at the left and right walls separately��with the security factors of 1. 945 and 3. 385��can meet the basic requirements of self-stable�� Block 8 located on the top of the gallery with large size��heavy weight and a safety factor of 0��required special supporting�� Supporting program was put forward on the analysis of the results�� By comparison of the results before and after supporting��it can be seen that the security factor increased significantly�� The security factors of block 8 under bolting support and anchor support were 1. 278 and 6. 406��respectively�� It is clear that the shotcrete was more effective in improving the security factor of blocks��and the supporting program can meet the safety requirements of the project��

Keywords: block theory   UNWEDGE software   underground storage   stability  
�ո�����  �޻�����  ����淢������  
DOI:
������Ŀ:

ͨѶ����:
���߼��:
����Email:

�ο����ף�
�������������

Copyright by �������