Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions
Abstract: This paper describes
the behavior of reinforced embankments constructed on soft clay subgrade with
varying compressible depths, embankment slopes and embankment heights. The
stability of the embankment is evaluated using the Bishop method. The
resistance moment and the numbers of geotextiles required are examined. It is
shown that varying the subgrade and embankment can significantly affect the
embankment stability and also the number of reinforcements. It requires a lot
of time to design embankment reinforcements, especially when the length of the
embankment is tens of kilometers. The main aim of this study is to develop
graphs to assist in designing the number of geotextile reinforcements. This
paper proposes design graphs to support engineers and designers to determine
the required geotextile reinforcements for embankments.
Author: Putu Tantri K. Sari,
Yudhi Lastiasih, Sugiarto Sugiarto
Journal Code: jptsipilgg160076
Artikel Terkait :
Jp Teknik Sipil gg 2016
- Implementation of Decision Support System for Integrated Coastal Zone Management of Sustainable Mariculture Development Industry in Indonesia
- Effect of Temperature on Precipitation Rate of Calcium Carbonate Produced through Microbial Metabolic Process of Bio Materials
- Study on Shear Behavior of Concrete-polymer Cement Mortar at Elevated Temperature
- Comparing Performance of Government and Private Clients in Construction Projects: Contractors’ Perspective
- Creep Properties of Walikukun (Schouthenia ovata) Timber Beams
- Reinforced Concrete Finite Element Modeling based on the Discrete Crack Approach
- Experimental Investigation on the Effect of Specimen Size in Determining Fracture Parameters of Concrete
- Establishment of a Stochastic Model for Sustainable Economic Flood Management in Yewa Sub-Basin, Southwest Nigeria
- Energy Production from Sewage Sludge in a Proposed Wastewater Treatment Plant
- Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures
- A Study on the Contributing Factors of Major Landslides in Malaysia
- Geotechnical Properties of Lateritic Soil Stabilized with Ground-Nut Husk Ash
- Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model
- BIM for Facility Management: Challenges and Research Gaps
- Analysis of RC Continuous Beams Strengthened with FRP Plates: A Finite Element Model
- Risk Assessment of Geological Hazards in a Tunneling Project Using Harmony Search Algorithm (Case Study: Ardabil-Mianeh Railway Tunnel)
- Numerical Modeling of Flow Field in Morning Glory Spillways and Determining Rating Curve at Different Flow Rates
- Numerical Modeling of Local Scour at the Junction of Open Channels in Flow3D Numerical Model
- Artificial Neural Network-Cuckoo Optimization Algorithm (ANN-COA) for Optimal Control of Khorramabad Wastewater Treatment Plant, Iran
- Investigation of Ready Mixed Concrete Transportation Problem Using Linear Programming and Genetic Algorithm
- Effects of Hybridization of Carbon and Polypropylene Short Fibers as Reinforcement on Flexural Properties of Fine Aggregate Concretes
- Numerical Simulation of Impulsive Water Waves Generated by Subaerial and Submerged Landslides Incidents in Dam Reservoirs
- The Effect of Rail Defects on Track Impact Factors
- Analytical and Laboratory Evaluation of the Solubility of Gypsiferous Soils