Investigation of the bond strength on the surface of a mini-steel pipe with dimples

Author:

Taenaka Shinji1,Ishihama Yoshiro1,Terada Yoshio1,Terada Haruo1

Affiliation:

1. Nippon Steel & Sumitomo Metal Corporation

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference9 articles.

1. 1) Airey, D. W., Al-Douri, R. and Poulos, H. G. (1992): Estimation of pile friction degradation from shear box tests. ASTM Geoetch. Test. J. Vol. 15, No. 4. 388-392.

2. 2) Byrne, R. J., Cotton, D., Pirterfield, J., Wolschlag, C. and Ueblacker, U. (1996): Manual for design and construction monitoring of soil nail wall. Publication No. FHWH-SA-96-069R, U. S. Department of Transportation, Federal Highway Administration.

3. 3) Hyett, A. J., Bawden, W. F. and Reichert, R. D. (1992): The effect of rock mass confinement on the bond strength of fully grouted cable bolts. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. Vol.29, No.5. 503-524.

4. 4) Johnston, I. W., Lam, T. S. K. and Williams, A. F. (1987): Constant normal stiffness direct shear testing for socketed-pile design in weak rock. Geotechnique, Vol. 37. 83-39.

5. 5) Mair, R. J. (1997): Theme Lecture: Bored tunneling in the urban environment, Proc. Int. Conf. on Soil Mechanics and Foundation Engineering, Hamburg. 2353-2385.

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1. Numerical Modeling of Soil-Nailed Slope Using Drucker–Prager Model;Lecture Notes in Civil Engineering;2021-07-13

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