According to the case studies, jute fibre is the reinforced geotextile that is chosen for slope stability of embankments. Jute seems to have
Case Studies #54 and #60 provide detail regarding slope failures that have occurred in Taiwan and the United States, respectively. Observations led to the conclusion that the failures were closely related to poor embankment fill and drainage systems. Moisture migration produced adverse influences on the stability of the reinforced slope systems. COST EFFECTIVENESS In the case studies, constructing GRSS was determined to be the most practical and cost effective option when compared to [...] Austria, Malaysia, Thailand, United Kingdom, Montenegro, Serbia, Germany, Taiwan, and South Korea. Appendices H and I provide a summary of published case study information and case study survey results. PURPOSE Geosynthetics were employed for these projects to improve soil conditions by providing tensile resistance and stability. As per Figure 30, reinforced slopes were utilized in most of the case studies as a structure for supporting roadways, bridge abutments, buildings, railways, and [...] A number of alternatives were investigated to find the most cost effective and environmentally pleasing solution. The geotextile reinforced embankment alternative met these two criteria. 149 Case Study #38: Rodlauer Bridge Road Realignment Location: Styria, Austria Owner: Steiermarkische Engineer: Buro Eisner Contractor: Lang & Menhofer Purpose: Support Structure for Roadway Geosynthetic Material: Reinforcement: Polyester Geogrid (7500 lb/ft & 13700 lb/ft) Slope Height: 112 ft Slope Angle:
equilibrium method (LEM) integrated with the unsaturated soil mechanics concepts. Results revealed that the combined use of the primary and secondary geotextile reinforcements significantly improves slope stability by mitigating shear stresses near the slope face, reducing shallow failure surfaces, and ensuring global stability. Drainage-enabled geotextiles were particularly effective, facilitating rapid dissipation of pore pressure, lowering the phreatic surface, and achieving a higher factor [...] ## Cited by (5) ### Effect of Geotextile Configuration on the Structural Performance of Mechanically Stabilized Earth Retaining Walls 2026, Ssrg International Journal of Civil Engineering ### Probabilistic Stability Analysis of Earth Dam in Rapid Drawdown Condition 2026, Indian Geotechnical Journal ### GEOTECHNICAL AND NUMERICAL ANALYSIS OF SLOPE STABILITY: CASE STUDY OF BESSA, ALGERIA [...] Global warming has intensified erratic climatic events, such as increased rainfall, flooding, and rapid drawdown, often triggering slope failures. This study investigates the influence of primary and secondary geotextile reinforcements on the stability of unsaturated soil slopes under rapid and transient drawdown conditions. Seepage forces were analyzed using the effective stress B-bar method and finite element method (FEM), while slope stability was assessed using the limit equilibrium method
stabilizing a steep slope, Proc. Geosynthetics India’11, IIT Madras, International Geosynthetic (India): 34 – 39. Balan K. (2010). Application of coir geotextiles in slopes at Lavasa Pune, Proc. National Conference on Geosynthetics, CBIP, New Delhi. Jones C.J.F.P (1996). Earth Reinforcement and Soil Structures, Thomas Telford, London,UK. Mandal, J.N (1989).Geojute, International Geo-synthetic Society News:12. Rickson, R J. (1994). Use of natural fibres in soil erosion control matting, Proc. of [...] K, Jyothis Thomas, Prabisha P.R. (2011a) Wave reflection and transmission characteristics of Coco logs, Proc. Indian Geotechnical Conference 2011, Cochin, Kerala, India. Balan K, Beena K.S, Anil K. R, Sibi Joy, Jayasree, P.K. (2011b). Coir reinforced retaining wall using gabion facing – A case study, Proc. Geosynthetics India’11, IIT Madras, International Geosynthetics Soceity (India): 40 – 47. Balan K and Sibi Joy (2011). A case study on the use of coir geotextiles for stabilizing a steep [...] 1996; Balan et al, 2011a,b, 2012a,b, c; Balan and Sibi, 2011). GEOSYNTHETICS ASIA 2012 5th Asian Regional Conference on Geosynthetics 13 to 15 December 2012| Bangkok, Thailand 856 CASE STUDIES Stabilization of Slope above Retaining Wall A high altitude cricket stadium was planned by the District Cricket Association of Wayanad District in Kerala. The land proposed consists of highly undulating ground surface with hillocks and deep valleys. The required ground area has been developed by cutting
AASHTO (2006) Grab strength lb 315 200 250 157 Sewn seam strength lb 280 180 220 140 Tear strength lb 110 80 90 56 Puncture strength lb 620 433 495 309 Ultraviolet stability 50% retained strength after 500 hours of exposure Geotextile Class Class 1 Class 2 Units Elongation (%) < 50 > 50 <50 >50 Design of Geotube Input: Pressure head, b1 Circumference, S Output: Tube heights, H, H’ Tube width, B, B’ Geotextile strength, T Next Presentation: Case Studies • Simple Slope with Temporary Toe [...] Longer pins are advisable for use in loose soils Slope Pin Spacing (ft) Steeper than 3(H) : 1(V) 2 3(H) : 1(V) to 4(H) : 1(V) 3 Flatter than 4(H) : 1(V) 5 Why is Anchorage Needed Sometimes ? tan tan C tan tan FoS i Typical Ci = 0.6 to 0.8 Typical Geosynthetic Layout for Reinforced Slope FHWA NHI-07-092 Face Options for Reinforced Slopes Collin (1996) Slope Stability Analysis Courtesy of Leshchinsky From ReSSA Software MSE Wall vs. Reinforced Slope Increase Space • Slope: Face inclination < [...] heat-bonded Woven slit-film 300 260 250 260 - - 260 - - 240 240 230 Martin et al. (1984) Mica schist sand (=260) Woven monofilament Ci = Interface strength Soil strength = tan (24o) tan (30o) = 0.8 Geosynthetic Applications Soft Soil Stabilization Erosion Control • Erosion Mat or Blanket • Enhance seed germination and erosion resistance • UV protected Village at Westlake - Austin, TX Stream/River Bank Protection FHWA NHI-07-092 Geocell for Low-water Crossing Clarkin et al. (2006) Geocell for
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Geotextiles are used on steep slopes to prevent erosion, improve soil stability, and protect roads and structures from failure. On these slopes,
See case studies showcasing our work with reinforced steep slopes. ## CAD Drawings Search CAD drawings available for download. ### Products Used ### StrataGrid ### StrataSlope System ### StrataWall System [...] ## Slope Stability Slope stability design is commonly evaluated by calculating the driving and resisting forces to determine the factor of safety against rotation or movement. ### This is commonly utilized to define three failure regimes: ### Internal Failure surfaces that are contained entirely within the reinforced soil zone. ### Compound [...] Stone Facing ### Temporary Structures Woven and non-woven geotextiles are often utilized as the face wrap for temporary structures. Conventional black steel, welded-wire forms are utilized simply as construction forms for temporary applications. Temporary applications include roadway re-alignments, surcharge embankments and staged construction. Temporary Structures ## Slope Stability
In this work, an attempt is made to study the influence of jute fibre reinforcement with the help of three case studies discussed here.