Site Investigation for the Effects of Vegetation on Ground Stability

The procedure for geotechnical site investigation is well established but little attention is currently given to investigating the potential of vegetation to assist with ground stability. This paper describes how routine investigation procedures may be adapted to consider the effects of the vegetation. It is recommended that the major part of the vegetation investigation is carried out, at relatively low cost, during the preliminary (desk) study phase of the investigation when there is maximum flexibility to take account of findings in the proposed design and construction. The techniques available for investigation of the effects of vegetation are reviewed and references provided for further consideration. As for general geotechnical investigation work, it is important that a balance of effort is maintained in the vegetation investigation between (a) site characterisation (defining and identifying the existing and proposed vegetation to suit the site and ground conditions), (b) testing (in-situ and laboratory testing of the vegetation and root systems to provide design parameters) and (c) modelling (to analyse the vegetation effects).

[1]  G. Topp,et al.  Measurement of Soil Water Content using Time‐domain Reflectrometry (TDR): A Field Evaluation , 1985 .

[2]  Slobodan B. Mickovski,et al.  A Decision Support System for the Evaluation of Eco-engineering Strategies for Slope Protection , 2006 .

[3]  J. Norris,et al.  Assessing the contribution of vegetation to slope stability , 2004 .

[4]  Jr Greenwood,et al.  SLIP4EX – A Program for Routine Slope Stability Analysis to Include the Effects of Vegetation, Reinforcement and Hydrological Changes , 2006 .

[5]  Je Norris,et al.  Bioengineering and the Transportation Infrastructure , 2003 .

[6]  J. Miller,et al.  Measurement of Soil Water Content Using a Simplified Impedance Measuring Technique , 1996 .

[7]  J. Cermak,et al.  Mapping tree root systems with ground-penetrating radar. , 1999, Tree physiology.

[8]  M. Dobson Tree root systems , 1995 .

[9]  Donald H. Gray,et al.  BIOTECHNICAL STABILIZATION OF STEEPENED SLOPES , 1995 .

[10]  Noel Simons,et al.  A Short Course in Geotechnical Site Investigation , 2002 .

[11]  John Burland Nash lecture; The teaching of soil mechanics; a personal view , 1989 .

[12]  Greenwood,et al.  Review of in-situ shear tests on root reinforced soil. Developments in plant and soil , 1998 .

[13]  D. M. McCann,et al.  Modern geophysics in engineering geology: an overview , 1997, Geological Society, London, Engineering Geology Special Publications.

[14]  Alexia Stokes,et al.  A numerical investigation into factors affecting the anchorage of roots in tension , 2005 .

[15]  Greenwood,et al.  In-situ shear box and root pull-out apparatus for measuring the reinforcing effects of vegetation , 2003 .

[16]  Greenwood,et al.  In situ shear and pull out testing to demonstrate the enhanced shear strength of root reinforced soil , 2000 .

[17]  N. Coppin,et al.  Use of Vegetation in Civil Engineering , 1990 .

[18]  N. E. Simons,et al.  Site investigation: A handbook for engineers , 1995 .

[19]  J Perry,et al.  SOURCES OF INFORMATION FOR SITE INVESTIGATIONS IN BRITAIN (REVISION OF TRL REPORT LR 403) , 1996 .