Drained shear strength of fine-grained soil-solid surface interfaces

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 143, Issue 2, 2000, Pages 75-81

  Subba Rao, K S ^a   Allam, M M ^a   Robinson, R G ^b  

^a INDIAN INSTITUTE OF SCIENCE   (India)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Foundations; Geotechnical engineering; Retaining walls

Indexed keywords

CONSOLIDATION; CORRELATION METHODS; INTERFACES (MATERIALS); INTERNAL FRICTION; SHEAR STRENGTH;

DRAINED SHEAR STRENGTH; FINE GRAINED SOILS; INTERFACIAL FRICTION; OVERCONSOLIDATION RATIO;

GEOTECHNICAL ENGINEERING;

FRICTION; INTERFACE; RETAINING WALL; SAND; SHEAR STRENGTH; SOIL STRUCTURE;

EID: 0034113660     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/geng.2000.143.2.75     Document Type: Article

References (19)

1. PAIKOWSKY S. G., PLAYER C. M. and CONNORS P. J. A dual interface apparatus for testing unrestricted friction of soil along solid surfaces. Geotechnical Testing Journal, ASTM, 1995, 18, No. 2, 168-193.
2. TOMLINSON M. J. Some effects of pile driving on skin friction. Proceedings, Conference on Behaviour of Piles, Institution of Civil Engineers, London, 1971, pp. 107-114.
3. BURLAND J. B. Shaft friction of piles in clay-a simple fundamental approach. Ground Engineering, 1973, 6, No. 3, 30-42.
4. CHANDLER R. J. and MARTINS J. P. An experimental study of skin friction around piles in clay. Géotechnique, 1982, 32, No. 2, 119-132.
5. POTYONDY J. G. Skin friction between various soils and construction materials. Géotechnique, 1961, 11, No. 4, 339-353.
6. CLARK J. I. and MEYERHOF G. G. The behaviour of piles driven in clay I. An investigation of soil stress and pore water pressure properties. Canadian Geotechnical Journal, 1972, 9, No. 4, 351-373.
7. LITTLETON I. An experimental study of the adhesion between clay and steel. Journal of Terramechanics, 1976, 13, No. 3, 141-142.
8. TSUBAKIHARA Y. and KISHIDA H. Frictional behaviour between normally consolidated clay and steel by two direct shear type apparatuses. Soils and Foundations, 1993, 33, No. 2, 1-13.
9. TSUBAKIHARA Y., KISHIDA H. and NISHIYAMA T. Friction between cohesive soils and steel. Soils and Foundations, 1993, 33, No. 2, 145-156.
10. MOCHTAR I. B. and EDIL T. B. Shaft resistance of model piles in clay. Journal of Geotechnical Engineering, ASCE, 1988, 114, No. 11, 12271244.
11. YOSHIMI Y. and KISHIDA T. Friction between sand and metal surface. Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 1981, vol. 1, 831834.
12. ACAR Y. B., DURGUROGLU H. T. and TUMAY M. T. Interface properties of sand. Journal of Geotechnical Engineering, ASCE, 1982, 108, No. 4, 648654.
13. UESUGI M. and KISHIDA K. Influential factors of friction between steel and dry sands. Soils and Foundations, 1986, 26, No. 2, 33-46.
14. SUBBA RAO K. S., ALLAM M. M. and ROBINSON R. G. A note on the choice of interfacial friction angle. Geotechnical Engineering, 1996, 119, No. 2, 123128.
15. COOP M. R. and WROTH C. P. Field studies of an instrumented model pile in clay. Géotechnique, 1989, 39, No. 4, 670-696.
16. JARDINE R. J. and CHOW F. C. New Design Methods for Offshore Piles. Marine Technology Directorate, London, publication 96/103.
17. SUBBA RAO K. S., ALLAM M. M. and ROBINSON R. G. Interfacial friction between sands and solid surfaces. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 1998, 131, April, 75-82.
18. BRITISH STANDARDS INSTITUTION. Determination of Shear Strength by Direct Shear (Small Shear Box Apparatus). BSI, Milton Keynes, 1990, BS1337: part 7.
19. O'RouRKE T. D., DRUSCHEL S. J. and NETRAVALLI A. N. Shear strength characteristics of sandpolymer interfaces. Journal of Geotechnical Engineering, ASCE, 1990, 116, No. 3, 451-469.