Volume 52 Issue No. 4 December 2021 Archive

Theoretical Study on the Influence of Degradation and Compression Parameters on Gas Pressure in Municipal Solid Waste Landfill

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    " title="Prediction of California Bearing Ratio (CBR) from Index Properties of Fine-Grained Soil" />
  • Prediction of California Bearing Ratio (CBR) from Index Properties of Fine-Grained Soil

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    " title="Analysis of Cracking Behavior of Composite Landfill Liners" />
  • Analysis of Cracking Behavior of Composite Landfill Liners

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    " title="Engineering Properties of Mangking Sandstone" />
  • Engineering Properties of Mangking Sandstone

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    " title="Cyclic Behaviour and Dynamic Properties of Texcoco Clays near Mexico City" />
  • Cyclic Behaviour and Dynamic Properties of Texcoco Clays near Mexico City

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    " title="Resilient Deformation Characteristics of Unsaturated Subgrade Materials of Rail Tracks under Cyclic Moving Wheel Loads" />

    Resilient Deformation Characteristics of Unsaturated Subgrade Materials of Rail Tracks under Cyclic Moving Wheel Loads

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    " title="Deformation and Cyclic Strength Characteristics of Loose and Medium-Dense Clean Sand under Sloping Ground Conditions: Insights from Cyclic Undrained Torsional Shear Tests with Static Shear" />

    Deformation and Cyclic Strength Characteristics of Loose and Medium-Dense Clean Sand under Sloping Ground Conditions: Insights from Cyclic Undrained Torsional Shear Tests with Static Shear

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    " title="An Expanded Polystyrene Foam (EPS) Road Robust to Successive Great Kumamoto Earthquakes in 2016" />

    An Expanded Polystyrene Foam (EPS) Road Robust to Successive Great Kumamoto Earthquakes in 2016

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    " title="Wide-area Land Subsidence of Kashiwazaki Plain due to the 2007 Niigata-ken Chuetsu-Oki Earthquake" />

    Wide-area Land Subsidence of Kashiwazaki Plain due to the 2007 Niigata-ken Chuetsu-Oki Earthquake

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    " title="Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses" />

    Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses

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