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Influence of Size and Quantity of Shredded Rubber Tires in Modifying the Geotechnical Properties of Weak Clays
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Application of Shansep and Hvorslev's Theories to Evaluate the Shear Strength of Over-consolidated Clays in Mineralogical Framework.
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Effect of Post-earthquake Rainfall on Slope Stability.
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Seismic Ground Improvement of Soft Soil Sites with Compacted Soil-cement Panels and Deep Soil Mixing Panels.
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Infiltration through Variably Saturated Soil
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Effect of Rainfall and Seismic Activities on Compacted Clay Slopes Having Different Void Ratios and Inclinations.
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Improving Weak Clay Properties with Shredded Rubber Tires.
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Effect of Vertical Stress, Void Ratio and Plasticity on the Coefficient of Consolidation and Permeability of Laboratory Prepared Mineral Mixtures
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Sustainability State of Construction Equipment Fleet in the State of California
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Evaluation of Runoff Quality from an Extensive Green Roof System
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