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Shade Muluti

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Papers by Shade Muluti

Research paper thumbnail of Modelling single & multi-layer soil-geosynthetic interface behaviour from large direct shear tests

CRC Press eBooks, Sep 10, 2023

Research paper thumbnail of Shear Strength of Single and Multi-layer Soil–Geosynthetic and Geosynthetic–Geosynthetic Interfaces Using Large Direct Shear Testing

International Journal of Geosynthetics and Ground Engineering

Landfill liners are critical components of waste containment systems that are designed to prevent... more Landfill liners are critical components of waste containment systems that are designed to prevent the migration of pollutants into the environment. Accurate measurement of the shear strength of soil–geosynthetic and geosynthetic–geosynthetic interfaces is essential for designing safe and cost-effective landfill liners. This paper presents a comparative study of the shear strength parameters of single and multi-layer interfaces using a Large Direct Shear Apparatus (LDSA). The study aimed to investigate the effects of using different testing configurations on the Peak and Large Displacement (LD) strengths of the interfaces and to identify the test configuration that provides the most critical shear strength results. A “305 × 305 mm” LDSA was used to perform interface shear tests in saturated conditions with applied normal stresses ranging from 50 to 400 kPa. The results showed good agreement between strength envelopes derived from single and multi-layer interface tests for the materia...

Research paper thumbnail of Shear Behaviour of Multiple Layer Interface of Components in a Typical Landfill Liner System

Research paper thumbnail of A Comparative Study on Shear Strength Testing of Single and Multi-layer Interfaces using Large Direct Shear Apparatus

Research paper thumbnail of Modelling single & multi-layer soil-geosynthetic interface behaviour from large direct shear tests

CRC Press eBooks, Sep 10, 2023

Research paper thumbnail of Shear Strength of Single and Multi-layer Soil–Geosynthetic and Geosynthetic–Geosynthetic Interfaces Using Large Direct Shear Testing

International Journal of Geosynthetics and Ground Engineering

Landfill liners are critical components of waste containment systems that are designed to prevent... more Landfill liners are critical components of waste containment systems that are designed to prevent the migration of pollutants into the environment. Accurate measurement of the shear strength of soil–geosynthetic and geosynthetic–geosynthetic interfaces is essential for designing safe and cost-effective landfill liners. This paper presents a comparative study of the shear strength parameters of single and multi-layer interfaces using a Large Direct Shear Apparatus (LDSA). The study aimed to investigate the effects of using different testing configurations on the Peak and Large Displacement (LD) strengths of the interfaces and to identify the test configuration that provides the most critical shear strength results. A “305 × 305 mm” LDSA was used to perform interface shear tests in saturated conditions with applied normal stresses ranging from 50 to 400 kPa. The results showed good agreement between strength envelopes derived from single and multi-layer interface tests for the materia...

Research paper thumbnail of Shear Behaviour of Multiple Layer Interface of Components in a Typical Landfill Liner System

Research paper thumbnail of A Comparative Study on Shear Strength Testing of Single and Multi-layer Interfaces using Large Direct Shear Apparatus

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