R-0 4-5 Constitutive Analyses of Nontraditional Stabilization Additives

Personnel of the U.S. Army Engineer Research and Development Center (ERDC), Vicksburg, MS, conducted a series of laboratory experiments designed to characterize the constitutive properties of selected soil minerals and nontraditional stabilization additives. The results of these experiments were analyzed and included in this report to document the baseline characteristics prior to mixing the stabilizers and individual soil minerals. Analyses of the potential of individual stabilization products to reinforce specific soil types were conducted and reported. Additionally, an experimental modeling approach for describing the reinforcement mechanisms of individual stabilization agents was developed. DISCLAIMER: The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. All product names and trademarks cited are the property of their respective owners. The findings of this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. DESTROY THIS REPORT WHEN IT IS NO LONGER NEEDED. DO NOT RETURN TO THE ORIGINATOR.

[1]  Ernest S. Berney,et al.  Effect of Surfactant on Dry-Side Compaction of Silty Sand , 2003 .

[2]  Alan F. Rauch,et al.  Measured Effects of Liquid Soil Stabilizers on Engineering Properties of Clay , 2002 .

[3]  Raymond S. Rollings,et al.  Development of a granular media model for finite element analysis , 2001 .

[4]  Alan F. Rauch,et al.  Mechanisms of Soil Stabilization with Liquid Ionic Stabilizer , 2001 .

[5]  Donald Mark Smith,et al.  Response of Granular Layers in Flexible Pavements Subjected to Aircraft Loads. , 2000 .

[6]  C. Thornton NUMERICAL SIMULATIONS OF DEVIATORIC SHEAR DEFORMATION OF GRANULAR MEDIA , 2000 .

[7]  A P Boresi,et al.  STRENGTH AND DENSITY MODIFICATION OF UNPAVED ROAD SOILS DUE TO CHEMICAL ADDITIVES , 1995 .

[8]  D E Scholen,et al.  Non-standard stabilizers , 1992 .

[9]  J. F. Peters,et al.  AN ENDOCHRONIC PLASTICITY THEORY WITH SHEAR-VOLUMETRIC COUPLING , 1991 .

[10]  Eugene E Jones,et al.  EPOXY-RESIN-BASED CHEMICAL STABILIZATION OF A FINE, POORLY GRADED SOIL SYSTEM , 1991 .

[11]  K. C. Valanis,et al.  An endochronic plasticity theory for concrete , 1986 .

[12]  R. Gopal,et al.  CHEMICAL STABILISATION OF SAND, COMPARATIVE STUDIES ON UREA-FORMALDEHYDE RESINS AS DUNE SAND STABILISER AND EFFECT OF COMPACTION ON STRENGTH (PART IV) , 1983 .

[13]  W. D. Kovacs,et al.  An Introduction to Geotechnical Engineering , 1981 .

[14]  D. W. White,et al.  MATERIALS EVALUATED AS POTENTIAL SOIL STABILIZERS , 1977 .

[15]  K. C. Valanis,et al.  A theory of viscoplasticity without a yield surface , 1970 .

[16]  A. Schofield,et al.  Critical State Soil Mechanics , 1968 .

[17]  P. R. Day,et al.  Pore Pressure and Suction in Soils , 1961 .

[18]  A. Schofield,et al.  On The Yielding of Soils , 1958 .