Model geogrids and 3D printing

被引:49
作者
Stathas, Dionysios [1 ]
Wang, J. P. [1 ,2 ]
Ling, Hoe I. [3 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] Natl Cent Univ, Dept Civil Engn, Zhongli, Taiwan
[3] Columbia Univ, Dept Civil Engn & Engn Mech, 500 West 120th St, New York, NY 10027 USA
关键词
Geosynthetics; 3D printing; Geogrid; Tensile strength; Aperture size; GEOSYNTHETIC-REINFORCED SOIL; MSE WALLS; PERFORMANCE; STIFFNESS; TESTS; DEFORMATION; BEHAVIOR; LOADS;
D O I
10.1016/j.geotexmem.2017.07.006
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper summarizes the technical aspects of using 3D printing to fabricate small model geogrids for geotechnical experiments, with the aim of scaling their geometry and tensile behavior under operational conditions, say up to 5% strain. Specifically, we successfully fabricated model geogrids with one hundredth of the tensile strength of prototypes, which is desirable for 1:10 model tests under 1-g condition. We also successfully fabricated another one with tensile strength close to one-tenth of prototypes, which is desirable for 1:10 model tests under 10-g condition in centrifuges. Therefore, by using 3D-printed model geogrids with properly scaled dimensions andtensile behavior, it is possible to achieve the two scaling laws simultaneously in reinforced-soil model tests, making the small-scale model tests more representative of field conditions. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:688 / 696
页数:9
相关论文
共 55 条
[1]   A new working stress method for prediction of reinforcement loads in geosynthetic walls [J].
Allen, TM ;
Bathurst, RJ ;
Holtz, RD ;
Walters, D ;
Lee, WF .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (05) :976-994
[2]   Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls [J].
Allen, Tony M. ;
Bathurst, Richard J. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2015, 141 (11)
[3]   Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method [J].
Allen, Tony M. ;
Bathurst, Richard J. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (02)
[4]   Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method [J].
Allen, Tony M. ;
Bathurst, Richard J. .
CANADIAN GEOTECHNICAL JOURNAL, 2014, 51 (01) :16-29
[5]  
[Anonymous], 2001, D66372001 ASTM
[6]  
ASTM, 2011, ASTM D 4595
[7]   Performance evaluation of geogrid reinforced soil walls with marginal backfills through centrifuge model tests [J].
Balakrishnan, S. ;
Viswanadham, B. V. S. .
GEOTEXTILES AND GEOMEMBRANES, 2016, 44 (01) :95-108
[8]  
Bathurst R., 2014, CD P 10 INT GEOS C, P180
[9]   Refinement of K-stiffness Method for geosynthetic-reinforced soil walls [J].
Bathurst, R. J. ;
Miyata, Y. ;
Nernheim, A. ;
Allen, A. M. .
GEOSYNTHETICS INTERNATIONAL, 2008, 15 (04) :269-295
[10]   Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls [J].
Bathurst, R. J. ;
Nernheim, A. ;
Walters, D. L. ;
Allen, T. M. ;
Burgess, P. ;
Saunders, D. D. .
GEOSYNTHETICS INTERNATIONAL, 2009, 16 (01) :43-59