Optimization of clayey soil parameters with aeolian sand through response surface methodology and a desirability function. [PDF]
Boukhatem G +7 more
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Study on mix proportions and mechanical properties of controlled low strength material (CLSM) using river sludge. [PDF]
Zhu J, Li L, Huang Z, Xu H.
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Impact of various additives and their combinations on the consolidation characteristics of clayey soil. [PDF]
Shojamoghadam S, Rajaee A, Abrishami S.
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Experimental study on soil impermeability based on chemical improvement method. [PDF]
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Explainable machine learning using EMG and accelerometer sensor data quantifies surgical skill and identifies biomarkers of expertise. [PDF]
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Metabolomic Profiling of Citrus Grafts Challenged by <i>Phytophthora citrophthora</i>: Using the Same Samples Previously Analyzed for Epigenetic Responses. [PDF]
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Lime Requirement for Stabilization
Transportation Research Record: Journal of the Transportation Research Board, 2000Lime is used in construction as a rapid and economic method of improving the strength and stiffness characteristics of clay soils. For economical design, an engineer must know how much lime is required to initiate the required improvements. If lime stabilization is to be compared with alternative solutions in the early stages of a project, it must be ...
Christopher D.F. Rogers +1 more
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Stability of Sevoflurane in Soda Lime
Anesthesiology, 1987Stability of halogenated volatile anesthetic is important because of the potential toxicity associated with the breakdown products. The authors enclosed 100 ml of gas containing sevoflurane with 100 g of soda lime in a 581-ml flask for periods up to 24 h.
D P, Strum, B H, Johnson, E I, Eger
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Lime Stabilization of Soils: Reappraisal
Journal of Materials in Civil Engineering, 2012AbstractLime generally improves the performance of soils. However, some cases reported an adverse effect. To develop an understanding of the underlying mechanisms, a systematic study covering a wide range of plasticity and mineralogy of soils was carried out. Six different soil samples were reconstituted using two extreme types of soils, in other words,
Sujit Kumar Dash, Monowar Hussain
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