Items where Author is "Al-Tayyib, Abdulhamid"

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Number of items: 23.

Article

Si MAS-NMR study of hydrated cement paste and mortar with varying content of fly ash. Si MAS-NMR study of hydrated cement paste and mortar with varying content of fly ash.

STRESS DISTRIBUTION IN DEEP BEAMS WITH WEB OPENINGS. STRESS DISTRIBUTION IN DEEP BEAMS WITH WEB OPENINGS..

Development of calcium silicate thermal insulator in Saudi Arabia. Development of calcium silicate thermal insulator in Saudi Arabia.

Evaluation of corrosion resistance of reinforcing steel in sulfur concrete. Evaluation of corrosion resistance of reinforcing steel in sulfur concrete.

Effect of hot weather on strength of reinforced concrete beams. Effect of hot weather on strength of reinforced concrete beams.

Permeability and durability of plain and blended cement concretes cured in field and laboratory conditions. Permeability and durability of plain and blended cement concretes cured in field and laboratory conditions.

EFFECT OF HOT CLIMATE ON SHEAR STRENGTH OF CONCRETE. EFFECT OF HOT CLIMATE ON SHEAR STRENGTH OF CONCRETE.

Effect of sulfate ions on the corrosion of rebars embedded in concrete. Effect of sulfate ions on the corrosion of rebars embedded in concrete.

EFFECT OF FILLER TYPE ON THE DURABILITY OF SULFUR-SAND COMPOSITES IN THE ARABIAN GULF COUNTRIES. EFFECT OF FILLER TYPE ON THE DURABILITY OF SULFUR-SAND COMPOSITES IN THE ARABIAN GULF COUNTRIES..

CORROSION OF STEEL REINFORCEMENT IN SULFUR CONCRETE. CORROSION OF STEEL REINFORCEMENT IN SULFUR CONCRETE.

Si magic-angle-spinning nuclear magnetic resonance study of hydrated cement paste and mortar. Si magic-angle-spinning nuclear magnetic resonance study of hydrated cement paste and mortar.

Si MAS-NMR study of hydrated cement paste and mortar made with and without silica fume. Si MAS-NMR study of hydrated cement paste and mortar made with and without silica fume.

Use of polypropylene fibers to enhance deterioration resistance of concrete surface skin subjected to cyclic wet/dry sea water exposure. Use of polypropylene fibers to enhance deterioration resistance of concrete surface skin subjected to cyclic wet/dry sea water exposure.

Effect of sulfate and carbonate ions on reinforcing steel corrosion as evaluated using AC impedance spectroscopy. Effect of sulfate and carbonate ions on reinforcing steel corrosion as evaluated using AC impedance spectroscopy.

Corrosion behavior of pre-rusted rebars after placement in concrete. Corrosion behavior of pre-rusted rebars after placement in concrete.

Corrosion of steel reinforcement in polypropylene fiber reinforced concrete structures. Corrosion of steel reinforcement in polypropylene fiber reinforced concrete structures.

CORROSION RATE MEASUREMENTS OF REINFORCING STEEL IN CONCRETE BY ELECTROCHEMICAL TECHNIQUES. CORROSION RATE MEASUREMENTS OF REINFORCING STEEL IN CONCRETE BY ELECTROCHEMICAL TECHNIQUES..

Effect of thermal cycling on the durability of concrete made from local materials in the Arabian Gulf countries. Effect of thermal cycling on the durability of concrete made from local materials in the Arabian Gulf countries.

Si MAS-NMR hydration and compressive strength study in cement paste. Si MAS-NMR hydration and compressive strength study in cement paste.

LABORATORY STUDY ON THE EFFECT OF SULFATE IONS ON REBAR CORROSION. LABORATORY STUDY ON THE EFFECT OF SULFATE IONS ON REBAR CORROSION..

EVALUATION OF DEGREE OF HYDRATION IN CONCRETE USING **2**9Si MAGIC ANGLE SPINNING NMR IN SOLIDS. EVALUATION OF DEGREE OF HYDRATION IN CONCRETE USING **2**9Si MAGIC ANGLE SPINNING NMR IN SOLIDS..

EFFECT OF POLYPROPYLENE FIBER REINFORCEMENT ON THE PROPERTIES OF FRESH AND HARDENED CONCRETE IN THE ARABIAN GULF ENVIRONMENT. EFFECT OF POLYPROPYLENE FIBER REINFORCEMENT ON THE PROPERTIES OF FRESH AND HARDENED CONCRETE IN THE ARABIAN GULF ENVIRONMENT..

EFFECT OF HOT WEATHER ON MODULUS OF RUPTURE AND SPLITTING TENSILE STRENGTH OF CONCRETE. EFFECT OF HOT WEATHER ON MODULUS OF RUPTURE AND SPLITTING TENSILE STRENGTH OF CONCRETE..

This list was generated on Fri Dec 6 00:54:01 2019 +03.