Experimental Investigation of Epoxy Resin and Sand Mixes

被引:39
作者
Anagnostopoulos, C. A. [1 ]
Papaliangas, T. T. [1 ]
机构
[1] Technol Educ Inst Thessaloniki, Dept Civil Infrastruct Engn, Thessaloniki 57400, Greece
关键词
Chemical grouting; Experimental data; Sand; Elastic properties;
D O I
10.1061/(ASCE)GT.1943-5606.0000648
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The use of new materials for soil strengthening is crucial for geotechnical engineering, especially in foundation construction. Our main objective was to investigate the potential use of two-component water soluble epoxy resins to improve the physical and mechanical properties of medium sand, because the efficacy of these resins on soil strengthening has not yet been properly investigated. Experiments were conducted using resins with different epoxy resin-to-water (ER/W) ratios. The results indicate that the epoxy resins improve the physical and mechanical properties of sand significantly, and if successfully grouted into a formation, the resins could provide a suitable solution for the stabilization of foundation material. Based on the experimental results, a nonlinear regression analysis was performed to correlate the mechanical properties and permeability with curing time and ER/W ratio. DOI:10.1061/(ASCE)GT.1943-5606.0000648. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:841 / 849
页数:9
相关论文
共 23 条
[1]  
Ajayi M. A., 1991, TRANSPORTATION RES R
[2]  
Akbulut S., 2003, Proc Inst Civ Eng-Gr, V7, P157, DOI [10.1680/grim.7.4.157.37311, DOI 10.1680/GRIM.7.4.157.37311]
[3]   Evaluation of three waterborne polymers as stabilizers for sandy soil [J].
Al-Khanbashi, Abdullah ;
Abdalla, Shihab W. .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2006, 24 (06) :1603-1625
[4]  
Anagnostopoulos C., 2004, GROUND IMPROVEMENT, V8, P39, DOI DOI 10.1680/GRIM.2004.8.1.39
[5]   Laboratory study of an injected granular soil with polymer grouts [J].
Anagnostopoulos, CA .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2005, 20 (06) :525-533
[6]  
Anagnostopoulos CA, 2006, GEOTECH TEST J, V29, P490
[7]  
[Anonymous], 1985, INT J ROCK MECH MIN, V22, P53, DOI 10.1016/0148-9062(85)92327-7
[8]  
ASTM, 2005, D508403 ASTM
[9]  
ASTM, 2005, D308004 ASTM
[10]  
ASTM, 1993, C93880 ASTM