Interface Direct Shear Testing of Unsaturated Soil

A commercially available direct shear apparatus was modified for testing unsaturated soil and interfaces between unsaturated soil and stainless steel. Major modifications include the addition of apparatus for suction-controlled testing using the axis translation method, and construction of shear boxes for testing unsaturated soil and interfaces. The major features of the device are described and results of performance tests are presented in this paper. In addition, typical results of tests on unsaturated clayey silt and interfaces are presented for drained tests conducted under different matric suction and net normal stress conditions. The Extended Mohr-Coulomb Failure Envelope for the soil is compared to that obtained for the rough interface. The soil/interface test results demonstrate the successful implementation of the device.

[1]  D. Fredlund,et al.  The shear strength of unsaturated soils , 1978 .

[2]  G. Leonards,et al.  Experimental Study of Static and Dynamic Friction Between Sand and Typical Constuction Materials , 1973 .

[3]  Michael W. O'Neill,et al.  Side Shear Induced in Drilled Shaft by Suction Change , 1998 .

[4]  T. Mitachi,et al.  Interpretation of direct shear box testing of sands as quasi-simple shear , 1997 .

[5]  V. Escario,et al.  The shear strength of partly saturated soils , 1986 .

[6]  Harianto Rahardjo,et al.  DETERMINATION OF THE SHEAR STRENGTH PARAMETERS OF AN UNSATURATED SOIL USING THE DIRECT SHEAR TEST , 1988 .

[7]  K. S. Rao,et al.  DRAINED SHEAR STRENGTH OF FINE-GRAINED SOIL-SOLID SURFACE INTERFACES , 2000 .

[8]  Y. Cui,et al.  Yielding and plastic behaviour of an unsaturated compacted silt , 1996 .

[9]  D. Potts,et al.  Finite element analysis of the direct shear box test , 1987 .

[10]  Pieter A. Vermeer,et al.  Soil-structure interaction: FEM computations , 1995 .

[11]  A. Bishop,et al.  Some Aspects of Effective Stress in Saturated and Partly Saturated Soils , 1963 .

[12]  J. G. Potyondy Skin Friction between Various Soils and Construction Materials , 1961 .

[13]  D. Fredlund,et al.  A Multistage Triaxial Test for Unsaturated Soils , 1982 .

[14]  D. E. Pufahl,et al.  THE RELATIONSHIP BETWEEN THE SOIL-WATER CHARACTERISTIC CURVE AND THE UNSATURATED SHEAR STRENGTH OF A COMPACTED GLACIAL TILL , 1996 .

[15]  M. Boulon BASIC FEATURES OF SOIL STRUCTURE INTERFACE BEHAVIOUR , 1989 .

[16]  Delwyn G. Fredlund,et al.  A method for determination of ϕb for statically compacted soils , 1996 .

[17]  David G. Toll,et al.  A framework for unsaturated soil behaviour , 1990 .

[18]  H. Kishida,et al.  Frictional Behaviour between Normally Consolidated Clay and Steel by Two Direct Shear Type Apparatuses , 1993 .

[19]  H. Kishida,et al.  Tests of the interface between sand and steel in the simple shear apparatus , 1987 .

[20]  K. Fakharian,et al.  An automated apparatus for three-dimensional monotonic and cyclic testing of interfaces , 1996 .

[21]  H. Kishida,et al.  FRICTION BETWEEN COHESIVE SOILS AND STEEL , 1993 .

[22]  R. A. Jewell,et al.  DIRECT SHEAR TESTS ON SAND , 1989 .