1007-2993
2014 Issue 6
..............page:封4
The Common Security and Control Key Point of Deep Foundation Pit Proximate to Existing Buildings
Guo Heng;,Hu Hexiang;,Song Fuyuan;
Guo Heng;,Hu Hexiang;,Song Fuyuan;
..............page:271-274,295
Analysis of Application Prospect of GFRP Bar in Excavation Engineering
Fan Youwei;,Geng Yekuan;,Jin Xuelian;
Fan Youwei;,Geng Yekuan;,Jin Xuelian;
..............page:275-277
Practice in Design and Construction of Oversized Deep Foundation Pit Project in Beijing
Jiao Shenhua;,Wang Jin'an;
Jiao Shenhua;,Wang Jin'an;
..............page:278-282,315
Existing Problems and Improvement Direction of High-strain Dynamic Testing Technique to the Testing of Pile
Chen Defa;,Sun Xiaogang;
Chen Defa;,Sun Xiaogang;
..............page:283-286
Detection and Analysis of Effect of Strengthening the Sandy Soil Foundation by Dynamic Compaction Method
Chang Yujuan;,Men Qingbo;,Wu Xinghui;
Chang Yujuan;,Men Qingbo;,Wu Xinghui;
..............page:287-290
Application of Ground Penetrating Radar Detection in Diseases of Ancient Wall
Luo Huiguo;,Niu Zhifei;,Zhang Qingli;
Luo Huiguo;,Niu Zhifei;,Zhang Qingli;
..............page:291-295
Research of the Tunnel and Dewatering Technology under Complicated Environment Conditions
Feng Keming;,Ma Jian;,Song Keying;
Feng Keming;,Ma Jian;,Song Keying;
..............page:296-299
Design and Construction of Underground Drainage in Fractured Rock Region
Liang Henghui;,Shao Guanhui;,Yuan Kuanyao;
Liang Henghui;,Shao Guanhui;,Yuan Kuanyao;
..............page:300-303,310
..............page:304-307
..............page:308-310
Silt Dynamic Triaxial Test Indicators to Determine
Zhang Liushuan;,Zuo Hui;
Zhang Liushuan;,Zuo Hui;
..............page:311-315
Damage Models and Formation Mechanism on Both Sides of the Mountain Slope of the "5 · 12" Wenchuan Earthquake
Han Lifang;,Luo Bing;
Han Lifang;,Luo Bing;
..............page:316-319
Analysis on Abnormal Construction Quality of Vibro-pile for Xiamen's Marine Soft Soil Foundation
Zhang Bafang;
Zhang Bafang;
..............page:320-323