The War of the Rebellion: A Compilation of the Official Records of the Union and Confederate ArmiesU.S. Government Printing Office, 1892 - Confederate States of America |
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Page 7
... MORTAR PORE DIAMETER , μm FIGURE 8. Comparison of pore distribution of mortars ( based on the curves in fig . 3 ) . 8. AV ( PENETRATION VOL . ) cm3μm AD ( PORE DIAMETER ) 0.05 0.04 0.03 0.02 0.01 10-3 A. UNIMPREGNATED MORTAR B. IMPREGNATED ...
... MORTAR PORE DIAMETER , μm FIGURE 8. Comparison of pore distribution of mortars ( based on the curves in fig . 3 ) . 8. AV ( PENETRATION VOL . ) cm3μm AD ( PORE DIAMETER ) 0.05 0.04 0.03 0.02 0.01 10-3 A. UNIMPREGNATED MORTAR B. IMPREGNATED ...
Page 10
... mortar . - Mortar for stone masonry . - Mortar for brick masonry . - 381 . Propor- tion of lime that may be added to cement mortars . - The advantages of the lime . - 382 . Comparison of cement and of lime mortars . - 383 . Mortar box ...
... mortar . - Mortar for stone masonry . - Mortar for brick masonry . - 381 . Propor- tion of lime that may be added to cement mortars . - The advantages of the lime . - 382 . Comparison of cement and of lime mortars . - 383 . Mortar box ...
Page 14
... Mortar Proportions In latex - modified mortars , the cement / fine aggregate ratios range from 0.2 to 0.5 ( by weight ) depending on the end use ; the water / cement ratios range from 0.3 to a maximum of 0.6 , including water in the ...
... Mortar Proportions In latex - modified mortars , the cement / fine aggregate ratios range from 0.2 to 0.5 ( by weight ) depending on the end use ; the water / cement ratios range from 0.3 to a maximum of 0.6 , including water in the ...
Page 23
... mortars than in the damp - consistency mortars . The absorption decreased with age in the 1-4 , 1-6 , and 1-8 damp - consistency mortars and 1-2 , 1-4 , and 1-6 quaking- consistency ... mortar but Permeability of Mortars and Concretes 23.
... mortars than in the damp - consistency mortars . The absorption decreased with age in the 1-4 , 1-6 , and 1-8 damp - consistency mortars and 1-2 , 1-4 , and 1-6 quaking- consistency ... mortar but Permeability of Mortars and Concretes 23.
Page 33
... mortars The characterisation of old mortars is, as yet, not subject to precise definition in standards or national norms, and due to the highly variable nature of the materials is unlikely ever to be so precisely. Generic approaches are ...
... mortars The characterisation of old mortars is, as yet, not subject to precise definition in standards or national norms, and due to the highly variable nature of the materials is unlikely ever to be so precisely. Generic approaches are ...
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A. A. HUMPHREYS A. E. BURNSIDE Assistant Adjutant-General Battery Brig Brigadier-General BROADWAY LANDING Capt Captain CAVALRY CORPS Chaffin's Bluff Chief of Staff City Point Connecticut Artillery Deep Bottom DEPT deserters detachment dispatch EIGHTEENTH ARMY EIGHTEENTH ARMY CORPS enemy engineer Fifth Corps Fort Monroe front G. K. WARREN guns HDQRS HEADQUARTERS ARMY HEADQUARTERS FIFTH ARMY HEADQUARTERS SECOND ARMY Heavy Artillery Hill's corps honor to report Infantry intrenchments July 12 July 27 July 30 last night Lieut Lieutenant-Colonel Major-General and Chief Major-General BURNSIDE Major-General HANCOCK Major-General HUMPHREYS Major-General MEADE Major-General WARREN morning mortars NINTH ARMY CORPS Ninth Corps NORTH CAROLINA obedient servant p. m. Major-General Petersburg picket picket-line plank road POTOMAC R. S. FOSTER redoubt Regiment relieved respectfully Richmond SECOND ARMY CORPS Second Division sent TENTH ARMY to-day to-morrow to-night U. S. GRANT VIRGINIA AND NORTH Volunteers wagons Washington WEITZEL WILLIAMS WINF'D yesterday York Troops