..............page:726-730
..............page:722-725
..............page:877-880
..............page:839-841
..............page:828-833,838
..............page:873-876
..............page:796-799
..............page:800-804,808
..............page:851-854,876
..............page:705-708
Longitudinal Settlement Forms and Structural Response of Shield Tunnel
liao shao-ming~1; bai ting-hui~2; peng fang-le~1; xu wei-lin~3(1.department of geotechnical engineering; tongji university; shanghai 200092; china; 2.shanghai shentong group co.ltd.; shanghai 200031; china; 3.shanghai waigaoqiao geological engineering co.; ltd.; shanghai 200087; china)
..............page:765-769,774
..............page:770-774
..............page:784-788
..............page:775-780
..............page:781-783,788
..............page:813-817
..............page:793-795
..............page:855-858
..............page:859-862,886
Application of Three-Dimensional Strength Reduction FEM in Slope
song ya-kun~1; zheng ying-ren~1; zhao shang-yi~1; lei wen-jie~2(1.department of civil engineering; logistical engineering university; chongqing 400041; china; 2.key laboratory of rock and soil mechanics; the chinese academy of sciences; wuhan 430071; china)
..............page:822-827
..............page:834-838
..............page:842-846
Stability Study on Tian-ping-qiu Tunnel in Expressway from Chongqing to Guiyang
liu ya-hui~1; liu yuan-xue~(1; 2); wu meng-jun~2; xie feng~3; wang pei-yong~1(1.department of architecture and civil engineering; logistical engineering university; chongqing 400041; p.r.china; 2.chongqing communication research & design institute; chongqing 400067; p.r.china; 3.chongqing jiaotong university; chongqing 400074; p.r.china)
..............page:847-850
..............page:731-733
..............page:738-743
..............page:712-717
..............page:760-764
..............page:757-759
Research on Quadric Lining Time for Creeping Rock Tunnel
xie feng~1; jiang shu-ping~2; li jian-jun~3(1.chongqing jiaotong university; chongqing 400074; p.r.china ; 2.chongqing communication research & design institute; chongqing 400067; p.r.china; 3.chongqing communications engineering quality supervision office; chongqing 400060; p.r.china)
..............page:805-808
..............page:809-812,817
Numerical Analysis of Construction Time for the Tunnel Shotcreting
sun hai-tao~(1; 3); ding de-xin~2; liu dong-yan~1; yang ting-ba~4(1.college of civil engineering; chongqing university; chongqing 400045; p.r.china; 2.school of architecture & sources engineering; nanhua university; hengyang 421001; p.r.china; 3.the subsidiary department of the coal scientific research institute; chongqing 400037; p.r.china; 4.the fifth department of chinese railway tunnel group company; lechang 512200; p.r.china)
..............page:744-747,752
Test Study on Anchored Bar with Expanding Ends in Expansive Soils
ding zhen-zhou~1; wang jing-lin~1; zheng ying-ren~1; li li-sheng~2(1.department of architecture engineering; logistic engineering university; chongqing 400041; china; 2.branch of aerodrome & real estate; logistic department of air force; guangzhou military district; guangzhou 510052; china)
..............page:753-756
..............page:818-821,827
..............page:709-711,717
..............page:881-886
Analysis on the Seismic Geology Characteristics of Xiamen City
liu ya-hui~1; wang quan-min~(1; 2); liao he-han~3(1.xiamen logistic engineerng university; chongqing 400041; p.r.china; 2.construction and management bureau; xiamen 361000; p.r.china; 3.office of anti-seismic work of xiamen city; xiamen 361004; p.r.china)
..............page:867-872
..............page:863-866
..............page:718-721
..............page:789-792
..............page:734-737
Nonlinear Analysis of Seismic Response of Underground Structure
gu shuan-cheng~1; zhu bin~1; yang peng~(1; 2)(1.school of archi.and civil engineering; xi an univer.of sci.and tech.xi an 710054; china; 2.xi an engineering investigation & design research institute of china national nonferrous metals industry; xi an 710054; china)
..............page:748-752