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RISRheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions
Publisher: ASCE
Abstract: The objective of this study is to investigate the steady and dynamic rheological behavior and characteristics of fine-grained sediments. A series of laboratory tests were conducted using an Anton Paar MCR 102 rheometer to ...
Sustainable Improvement of Magnesium Oxychloride Cement Solidified Waste Sludge with Fly-Ash Inclusion
Publisher: ASCE
Abstract: Fly ash is introduced to strengthen the durability of magnesium oxychloride cement (MOC) solidified sludge, developing a more sustainable method for waste sludge disposal. The effect of curing age, fly ash dosage, and ...
Stress-Dependent Behavior of Artificially Structured and Reconstituted Marine Soils
Publisher: American Society of Civil Engineers
Abstract: Very few studies have addressed the systematic study on the stress-dependent behavior of cement/lime-treated structured and reconstituted soils from the viewpoint of the constrained modulus. The influence of cement/lime ...
Interpretation of Compression Behavior of Structured and Remolded Marine Soils
Publisher: American Society of Civil Engineers
Abstract: Although extensive research has been conducted on the strength and stiffness of stabilised soils, fewer attempts have been made on the compression behavior of artificially structured and remolded soils. In this study, ...
Interpretation of Compression Behavior of Structured and Remolded Marine Soils
Publisher: American Society of Civil Engineers
Abstract: Although extensive research has been conducted on the strength and stiffness of stabilised soils, fewer attempts have been made on the compression behavior of artificially structured and remolded soils. In this study, ...
Temperature-Accelerated Strength Development in Stabilized Marine Soils as Road Construction Materials
Publisher: American Society of Civil Engineers
Effect of Destructuration on the Compressibility of Perniö Clay in Incremental Loading Oedometer Tests
Publisher: American Society of Civil Engineers
Abstract: The paper evaluates the destructuration and creep properties of soft sensitive Perniö clay during one-dimensional consolidation. Incremental loading oedometer tests presented herein were part of an extensive testing program ...
Shear Properties of Stabilized Loess Using Novel Reactive Magnesia-Bearing Binders
Publisher: American Society of Civil Engineers
Abstract: Loess stabilization is an effective approach to solve the deformation and subsidence problems in loess areas. Unconsolidated-undrained direct shear tests were conducted to investigate the improving effect of reactive MgO ...
Shear Properties of Stabilized Loess Using Novel Reactive Magnesia-Bearing Binders
Publisher: American Society of Civil Engineers
Abstract: Loess stabilization is an effective approach to solve the deformation and subsidence problems in loess areas. Unconsolidated-undrained direct shear tests were conducted to investigate the improving effect of reactive MgO ...
Volume Change Behavior of Natural Expansive Soils Subjected to Acid and Alkali Contamination
Publisher: ASCE
Abstract: Acid/alkali contamination of expansive soils, which has been probed in recent years, gives rise to unexpected structural failure when exposed. However, a systematic research aiming at evaluating volumetric behavior of ...