|
| 1 |
ZHU Hong-hu 1,2,ZHANG Cheng-cheng 1,PEI Hua-fu 3,ZHOU You 1,SHI Bin 1(1.School of Earth Sciences and Engineering,Nanjing University,Nanjing 210093,China;2.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China;3.Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China);Pullout mechanism of GFRP soil nails[J];岩土工程学报;2012-10 |
| 2 |
ZHU Honghu ZHANG Chengcheng SHI Bin ZHOU You ZHANG Daijun(School of Earth Sciences and Engineering,Nanjing University,Nanjing210093);PHYSICAL MODELLING OF TIME DEPENDENT PULLOUT BEHAVIOR ASSOCIATED WITH GFRP ANCHOR[J];工程地质学报;2012-05 |
| 3 |
ZHU Kun-ning,WAN Shui(School of Transportation,Southeast University,Nanjing 210096,China);MECHANICAL ANALYSIS OF PAVEMENT ON GFRP BRIDGE DECK[J];玻璃钢/复合材料;2011-05 |
| 4 |
MA Chong-wu1,LIU Zhong-yu2,ZHOU Gao-yong2(1.Department of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China;2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Laboratory Experimental Study on Pullout Resistance of Mortar Grouted GFRP Soil Nails[J];郑州大学学报(工学版);2011-02 |
| 5 |
FU Wen-guang,YANG Zhi-yin(China Jingye Engineering Co.,Ltd.Shenzhen 518054,China);New progress and development prospect in technology of soil nail walls[J];岩土工程学报;2010-S1 |
| 6 |
MA Chong-wu~1 LIU Zhong-yu~2 ZHOU Gao-yong~2 (1.Department of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Evaluation of Pull-out Bearing Capacity of Soil Nail Considering Soil Dilatancy[J];东莞理工学院学报;2010-01 |
| 7 |
HUANG Zhi-huai 1,2,3,LI Guo-wei 2,3,LI Yu-qi1(1.Pearl River Hydraulic Research Institute,Guangzhou 510611,China;2.Geotechnical Research Institute,Hohai University,Nanjing 210098,China;3.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China);FIELD CONTRAST TEST STUDY ON ANCHORING MECHANISM OF GFRP ANCHOR ROD WITH DIFFERENT DIAMETERS[J];玻璃钢/复合材料;2010-01 |
| 8 |
WEI Huan-wei~(1,2),YANG Min~1,SUN Jian-ping~2(1.Geotechnical Engineering Department,Tongji University,Shanghai 200092,China;2.Engineering Identification & Reinforcement Institute,Shangdong Jianzhu University,Jinan 250014,China);Calculation method of pull-out bearing capacity of soil nail[J];水文地质工程地质;2009-05 |
| 9 |
ZHOU Jian1,2,GUO Jianjun1,2,CUI Jihong3,JIA Mincai1,2 (1. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;3. Shanghai Harbour Soft Soil Treatment Engineering Co.,Ltd.,Shanghai 200092,China);MESO-MODEL TESTING AND NUMERICAL SIMULATION OF NAIL-SOIL CONTACTS DURING PULL-OUT[J];岩石力学与工程学报;2009-09 |
| 10 |
HUANG Zhi-huai1.2,LI Guo-wei1.2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Nanjing 210098,China;2.Geotechnical Research Institute of Hohai University,Nanjing 210098,China);DESIGN RESEARCH OF GLASS FIBRE REINFORCED PLASTICS BOLTS[J];玻璃钢/复合材料;2008-04 |
|
