PREPARATION OF IRISH MOSS EXTRACTS FOR USE AS A JELLING AND STABILIZING AGENT IN FOODS

1945 ◽  
Vol 23f (4) ◽  
pp. 273-285
Author(s):  
C. O. Fulton ◽  
Miss B. Metcalfe

Bleached Irish moss suspended on 40-mesh screens was extracted three times with water at 212° F. (100 °C). The second and third extracts were used for extracting fresh batches and by this method solutions containing 1.5 to 1.8% solids were obtained. One percent of activated charcoal mixed with the solution by agitation with air for one-half hour adsorbed all detectable flavours and odours and most of the pigment. The charcoal and suspended plant particles were removed simultaneously by filtration at 50 to 60 lb. pressure with diatomaceous earth of relatively large particle size. Potassium chloride (0.5 gm. per 100 ml.) was added to the hot filtrate, which was then poured into galvanized iron trays allowed to gel, and frozen in air at 10° F. (− 12 °C). The ice was separated mechanically from the contracted sheet of jelly, which lost on the average 90% of the water. At room temperature the rubber-like contracted sheet of jelly was dried by means of a fan, to a residual moisture content of 8 to 10% in about two hours. The dried sheet was coarsely ground in a Wiley mill.The resulting product employed in jellied canned chicken was preferred to an agar-agar pack by a consumer's taste panel. In grape jelly it was not a complete substitute for pectin but was considered acceptable as a fruit jelly. In three standard desserts it was not as desirable as gelatine but was considered acceptable as a jellied dessert. The material was effective in stabilizing chocolate milk in the same concentration as a commercial product now on the market.

1939 ◽  
Vol 31 (12) ◽  
pp. 1509-1512 ◽  
Author(s):  
J. McGavack

Fuel ◽  
2021 ◽  
Vol 289 ◽  
pp. 119838
Author(s):  
Xiaogang Mu ◽  
Jinfang Liu ◽  
Fei Gao ◽  
Cunbao Deng ◽  
Zhixin Jin ◽  
...  

2001 ◽  
Vol 3 (7) ◽  
pp. 773-780 ◽  
Author(s):  
Samia Ferchiche ◽  
Juliusz Warzywoda ◽  
Albert Sacco

2018 ◽  
Vol 68 (332) ◽  
pp. 169 ◽  
Author(s):  
S. Ramjan ◽  
W. Tangchirapat ◽  
C. Jaturapitakkul

This research aimed to study the effect of finenesses of bagasse ash (BGA) on the alkali-silica reaction of mortar. The BGA sample was ground to have particles retained on a sieve No. 325 of 33±1% and 5±1% by weight. Ground BGA samples were used separately to replace ordinary Portland cement (OPC) at rates of 10, 20, 30 and 40% by weight of binder to cast mortars. The compressive strengths and the alkali-silica reaction (ASR) of mortars were investigated. The results showed that a large particle size of BGA is not suitable for use in lowering ASR because it results in a low compressive strength and high expansion due to ASR. The mortars containing BGA with higher fineness exhibited higher compressive strength and lower expansion due to ASR than the mortars containing BGA with lower fineness. The results also suggested that the ground BGA retained on a sieve No. 325 of less than 5% by weight is suitable to be used as a good pozzolan which provides high compressive strength and reduces the expansion of mortar due to ASR even though it contains high LOI. The obtained results also encourage the utilization of ground BGA effectively which leads to reduce the disposal of bagasse ash.


2005 ◽  
Vol 11 (22) ◽  
pp. 53-58
Author(s):  
Akihiro MAEGAWA ◽  
Toshihiko SHAKOUCHI ◽  
Yukihisa YUASA ◽  
Naoki MISHIMA ◽  
Shigemitsu HATANAKA

2007 ◽  
Vol 353-358 ◽  
pp. 3022-3025
Author(s):  
Wen Zhao ◽  
Yan Xu ◽  
Hai Xia Sun

Large particle-size, shallow groundwater level, and large permeate coefficient are the characteristics of gravel stratum, which may results in large ground deformation. Ground deformation depends on several factors. Using the RFPA2D-Flow software exploited by the Center for Rock Instability and Seismic Research of Northeastern University (CRISR), the seepage-stress-deformation coupling rules of soil, which are influenced by different soil distributing, drawdown, enclosure and excavating, were analyzed, and the deformation of gravel in the dynamic balance due to the interaction between seepage and stress is studied.


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