scholarly journals GEOTEXTILE FROM PINEAPPLE LEAVES AND BIO-GROUT FOR SLOPE STABILIZATION AND EROSION CONTROL

2019 ◽  
Vol 17 (60) ◽  
Author(s):  
R.C. Omar
Keyword(s):  
Erosion Control ◽  
Slope Stabilization ◽  
Pineapple Leaves

Cost-Effective and Sustainable Road Slope Stabilization and Erosion Control

2012 ◽  
Author(s):  
Laura Fay ◽  
Michelle Akin ◽  
Xianming Shi ◽  
◽  
◽  
...  
Keyword(s):  
Erosion Control ◽  
Cost Effective ◽  
Slope Stabilization ◽  
Road Slope

scholarly journals The Use of Bamboo for Erosion Control and Slope Stabilization: Soil Bioengineering Works

2018 ◽  
Author(s):  
Guillermo Tardio ◽  
Slobodan B. Mickovski ◽  
Hans Peter Rauch ◽  
Joao Paulo Fernandes ◽  
Madhu Sudan Acharya
Keyword(s):  
Erosion Control ◽  
Slope Stabilization ◽  
Soil Bioengineering

Bioengineering Techniques Associated with Soil Nailing Applied to Slope Stabilization and Erosion Control

2010 ◽  
Vol 11 (2) ◽  
pp. 43-48 ◽  
Author(s):  
Terezinha Cássia de Brito Galvão ◽  
Aloisio Rodrigues Pereira ◽  
Maria Giovana Parizzi ◽  
Humberto Alves da Silva
Keyword(s):  
Erosion Control ◽  
Soil Nailing ◽  
Slope Stabilization ◽  
Bioengineering Techniques

DEVELOPING AND SELECTING SLOPE STABILIZATION TECHNIQUES IN MANAGING SLOPE FAILURES

2016 ◽  
Vol 12 (4) ◽  
Author(s):  
Ari Sandyavitri
Keyword(s):  
Retaining Wall ◽  
Value Engineering ◽  
Rating Systems ◽  
Slope Stabilization ◽  
Rockfall Hazard ◽  
Proactive Approach ◽  
West Sumatra ◽  
Hazard Rating ◽  
Hazard Rating Systems ◽  
Steep Slopes

This paper objectives are to; (i) identification of risky slopes (within 4 Provinces in Sumatra including Provinces of Riau, West Sumatra, Jambi and South Sumatra encompassing 840 kms of the “Jalan Lintas Sumatra” highway) based on Rockfall Hazard Rating Systems (RHRS) method; (ii) developing alternatives to stabilize slope hazards, and (iii) selecting appropriate slopes stabilization techniques based on both proactive approach and value engineering one. Based on the Rockfall Hazard Rating Systems (RHRS) method, it was identified 109 steep slopes prone to failure within this highway section. Approximately, 15 slopes were identified as potential high-risk slopes (RHRS scores were calculated >200 points). Based on the proactive approach, seven riskiest slopes ware identified. The preferred stabilization alternatives to remedy most of these slopes are suggested as follow; either (i) a combination of retaining wall and drainage, or (ii) gabion structure and drainage. However, different approaches may yield different results, there are at least 2 main consideration in prioritizing slope stabilization; (i) based on the riskiest slopes, and(ii) the least expensive stabilization alternatives.

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