Application of a Multifunctional Soil-geosynthetics Testing Machine to Research on Soil-geogrid Interaction

DING Jin-hua, TONG Jun, LIU Jun

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (2) : 29-34.

PDF(2525 KB)
PDF(2525 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (2) : 29-34. DOI: 10.11988/ckyyb.20161030
REINFORCEMENT MECHANISM AND REINFORCED SOIL STRUCTURE

Application of a Multifunctional Soil-geosynthetics Testing Machine to Research on Soil-geogrid Interaction

  • DING Jin-hua, TONG Jun, LIU Jun
Author information +
History +

Abstract

The interaction between soil and geosynthetics is an important issue in the research of reinforcement mechanism, and the properties of reinforcement material are key parameters in the design of reinforced-soil structure. A new multifunctional soil-geosynthetics testing machine has been developed on the basis of conventional direct-shear test apparatus. The machine consists of two sets of servo motor, automatic control and data acquisition system, and a set of shear box with dimension of 600mm×300mm×300mm, etc. Direct-shear test, pull-out test, confined-tension test and confined-creep test can be conducted on the machine through several auxiliary means and control modes. Furthermore, the sand-confined tensile strength and creep properties of different geogrids were tested and compared. The contribution of geogrid-soil interaction to the strength of soil-geosynthetics was also analyzed. The tests validated that the machine has good operability and accuracy.

Key words

soil-geosynthetics testing machine / servo control / interaction of soil-geosynthetics / pull-out test / confined tension test / confined creep test

Cite this article

Download Citations
DING Jin-hua, TONG Jun, LIU Jun. Application of a Multifunctional Soil-geosynthetics Testing Machine to Research on Soil-geogrid Interaction[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(2): 29-34 https://doi.org/10.11988/ckyyb.20161030

References

[1] 李广信. 关于土工合成材料加筋设计的若干问题. 岩土工程学报, 2013, 35(4): 605-610.
丁金华, 包承纲, 陈仁朋. 加筋土结构中筋材抗拉强度的取值方法研究. 水利学报, 2012, 43(12): 1464-1469.
包承纲, 汪明远, 丁金华. 格栅加筋土工作机理的试验研究. 长江科学院院报, 2013,30(1):34-41.
SL235—2012, 土工合成材料测试规程. 北京:中国水利水电出版社, 2012.
GB/T 17689—2008, 土工合成材料-塑料土工格栅. 北京:中国标准出版社, 2008.
DOBIE M, 何 波. 加筋土结构设计方法及设计安全冗余分析. 长江科学院院报, 2014, 31(3): 115-121.
FHWA-NHI-10-024/025, AASHTO LRFD Bridge Construction Specifications. Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes. U.S.: Federal Highway Administration, U.S. Department of Transportation, 2010.
NAKAMURA T, MITACHI T. In-soil Creep Deformation Behavior of Geogrid and Its Estimation Method.Proceedings of the Japan Society of Civil Engineers, 2002,(722):265-273.
JEON H Y, GONG H B, KANG S G. Analytical Approach to Long-term Creep Behaviors of Geosynthetic Reinforcements∥Proceedings of the 9th International Conference on Geosynthetics, Brazil. November 18, 2010:777-780.
ASTM D6992—2009,Standard Test Method for Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method.West Conshohocken,PA: ASTM International,2009.
QB/T 2854—2007, 塑料土工格栅蠕变试验和评价方法. 北京:中国轻工业出版社, 2007.
李丽华, 王 钊. 加速土工合成材料蠕变试验的时温叠加法简介. 长江科学院院报, 2004, 21(1):29-32.
TONG J, GONG B, LIU J. Experimental Study and Prediction on the Long-term Creep Properties for Geogrids at Different Temperatures∥Proceedings of the 9th International Conference on Geosynthetics, Brazil. November 18, 2010: 873-876.
PDF(2525 KB)

Accesses

Citation

Detail

Sections
Recommended

/