Determination of Tensile Strength of Compacted Loess by Double Punch Test

Xiao Jun Li; Ying Ran Liu; Li Hua Jiang; Yi Chuan Tang

doi:10.4028/www.scientific.net/AMR.194-196.1176

Paper Titles

Calculation of Flexural Capacity of SRC Beams Strengthened with CFRP
p.1154

Reliability Research of RPC Low-Height T-Beam in Railway Bridge
p.1160

Shear Lag in Thin-Walled Box Girder with Variable Section
p.1165

Properties of Recycled-Cement Produced from Waste Concrete
p.1170

Determination of Tensile Strength of Compacted Loess by Double Punch Test
p.1176

Enhancing the Toughness of Heavy Thick X80 Pipeline Steel Plates by Microstructure Control
p.1183

Effect of Ultrasonic Power on the Microstructure and Hardness of Commercially Pure Aluminum
p.1192

Recent Developments for Isochronal Transformation Kinetics Model and their Applications
p.1197

The Kinetics of the Austenite-Ferrite Phase Transformation of Fe-4Cr Alloy during Continuous Cooling
p.1203

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 194-196Determination of Tensile Strength of Compacted...

Determination of Tensile Strength of Compacted Loess by Double Punch Test

Abstract:

Through double punch test, the tensile strength of compacted loess is determined under different water contents and different dry densities, the relationship between tensile strength, water content and the dry weight density is discussed, and their relationship is established. Comparing with Brazilian test, it proved the feasibility of determining tensile strength of compacted loess with double punch tests.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 194-196)

Pages:

1176-1179

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.194-196.1176

Citation:

Cite this paper

Online since:

February 2011

Authors:

Xiao Jun Li, Ying Ran Liu, Li Hua Jiang, Yi Chuan Tang

Keywords:

Compacted Loess, Double Punch Test, Dry Density, Tensile Strength, Water Content

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Huang Wenxi. Engineering property for soil[M]. Beijing, Water conservation publishing house, 1983: 317-323.

Google Scholar

[2] George KP. Theory of brittle fracture applied to soil cement. J Soil Mech Found Div Proc ASCE 96(SM3), 1970: 991-1010.

DOI: 10.1061/jsfeaq.0001429

Google Scholar

[3] Fang HY, Fernandez F. Determination of tensile strength of soils by unconﬁned -penetration test. ASTM STP7, 1981, (40): 130-144.

Google Scholar

[4] Allen A. Contaminant landﬁlls: the myth of sustainability. Eng Geol, 2001, (60): 3-19.

Google Scholar

[5] Guo Fei, He Changrong, Zhu Anlong, Wang Wei. Test study on axial compressive fracturing method for cohesive soil[J]. Hydroelectric power station design, 2005, 21(2): 66-68.

Google Scholar

[6] Chen WF. Double punch test for tensile strength of concrete. ACI, 1970, (67): 993-995.

Google Scholar

[7] T. H. Kim, C. K. Kim. Tensile strength characteristics of contaminated and compacted sand –bentonite mixtures. Environ Geol, 2007, (52): 653-661.

DOI: 10.1007/s00254-006-0494-8

Google Scholar