Twenty-three patients with ulcerative colitis are reported from Kuala Lumpur, Malaysia. Sixteen were newly diagnosed over a six-year period between 1982 and 1987. The disease was commoner in men (16 men : 7 women). The peak age of onset was in the third decade. The ethnic distribution of the patients was 10 Malays, eight Indians and five Chinese making the disease relatively commoner amongst Indians. The extent of colonic involvement varied and six (26%) had a total colitis. Extra-intestinal manifestations were seen in seven patients. Diagnosis was delayed for over 10 years in four. Colorectal cancer was not seen. There was no mortality. Ulcerative colitis remains an uncommon disease amongst Malaysians. During the same period, only four male patients with Crohn's colitis were seen.
A total of 1,688 non-repeat upper gastrointestinal endoscopies performed over a 33-month period from April 1985 to December 1987 at a University Medical Unit in Kuala Lumpur was analysed for a profile of peptic ulcer disease amongst Malaysians. There was a total of 360 peptic ulcer patients with a gastric ulcer to duodenal ulcer ratio of 1:1. The male: female ratio was 2.8: 1 for duodenal ulcer and 1.8:1 for gastric ulcer, and 2.3:1 for peptic ulcer overall. In both sexes, gastric ulcers were seen at an older age group compared to duodenal ulcers.
Of the three main Malaysian ethnic groups of Malays, Chinese and Indians, Chinese of both sexes had the highest frequency of gastric ulcers. Chinese females had the highest frequency of duodenal ulcers.
The carbonation rate of reinforced concrete is influenced by three parameters, namely temperature, relative humidity, and concentration of carbon dioxide (CO₂) in the surroundings. As knowledge of the service lifespan of reinforced concrete is crucial in terms of corrosion, the carbonation process is important to study, and high-performance durable reinforced concretes can be produced to prolong the effects of corrosion. To examine carbonation resistance, accelerated carbonation testing was conducted in accordance with the standards of BS 1881-210:2013. In this study, 10⁻30% of micro palm oil fuel ash (mPOFA) and 0.5⁻1.5% of nano-POFA (nPOFA) were incorporated into concrete mixtures to determine the optimum amount for achieving the highest carbonation resistance after 28 days water curing and accelerated CO₂ conditions up to 70 days of exposure. The effect of carbonation on concrete specimens with the inclusion of mPOFA and nPOFA was investigated. The carbonation depth was identified by phenolphthalein solution. The highest carbonation resistance of concrete was found after the inclusion of 10% mPOFA and 0.5% nPOFA, while the lowest carbonation resistance was found after the inclusion of 30% mPOFA and 1.5% nPOFA.