A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions
A series of large scale direct shear tests was performed to obtain the shear strength interface parameters for five different geosynthetic reinforcement materials in marginal clayey sandy soil. The performance of geosynthetic layers was evaluated at soil optimum moisture content (OMC) and high moisture content (OMC+6%) conditions. It was observed that the shear strength interface parameters dramatically decreased at 6% wet of optimum in comparison with optimum moisture content. Moreover, a comparison was made between the performance of different geosynthetic layers in a quantitative manner at target moisture content (i.e., OMC+6%). Based on the analysis of large scale direct shear test results, it was concluded that the geosynthetic layer, provided it has high drainage capability, could effectively increase the interface shear strength parameters at OMC+6% condition.
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions
A series of large scale direct shear tests was performed to obtain the shear strength interface parameters for five different geosynthetic reinforcement materials in marginal clayey sandy soil. The performance of geosynthetic layers was evaluated at soil optimum moisture content (OMC) and high moisture content (OMC+6%) conditions. It was observed that the shear strength interface parameters dramatically decreased at 6% wet of optimum in comparison with optimum moisture content. Moreover, a comparison was made between the performance of different geosynthetic layers in a quantitative manner at target moisture content (i.e., OMC+6%). Based on the analysis of large scale direct shear test results, it was concluded that the geosynthetic layer, provided it has high drainage capability, could effectively increase the interface shear strength parameters at OMC+6% condition.
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions
Ensani, A. (author) / Razeghi, H. R. (author) / Mamaghanian, J. (author)
2022
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions
| Springer Verlag | 2022
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions
| Springer Verlag | 2022
| British Library Online Contents | 2007