MSC 85/26/Add.2 ANNEX 3 RESOLUTION MSC.268(85) - US Coast ...
MSC 85/26/Add.2 ANNEX 3 RESOLUTION MSC.268(85) - US Coast ... MSC 85/26/Add.2 ANNEX 3 RESOLUTION MSC.268(85) - US Coast ...
MSC 85/26/Add.2ANNEX 3Page 350.2 Definitions and data for calculations (see figure 1.3.4.2)- empty cylinder, mass in grams: A- cylinder with tamped sample, mass in grams: B- wet sample, mass in grams: CC = B – A- dry sample, mass in grams: D- water, mass in grams (equivalent to volume in cm 3 ): EE = C – DVolume of cylinder: 1000 cm 3.3 Calculation of main characteristics- density of solid material, g/cm 3 (t/m 3 ): d- dry bulk density, g/cm 3 (t/m 3 ): γDγ = 1000- net water content, volume %: e ve v = DE x 100 x d- void ratio: e (volume of voids divided by volume of solids)e =1000 − DD= λd = - 1- degree of saturation, percentage by volume: SeS = veI:\MSC\85\26-Add-2.doc
MSC 85/26/Add.2ANNEX 3Page 351- gross water content, percentage by mass: W 1W 1 = CE x 100- net water content, percentage by mass: WW =DE x 100.4 Presentation of the compaction testsFor each compaction test the calculated void ratio (e) value is plotted as theordinate in a diagram with net water content (e v ) and degree of saturation (S) asthe respective abscissa parameters.Figure 1.3.4.5.5 Compaction curveThe test sequence results in a specific compaction curve (see figure 1.3.4.5).The critical moisture content is indicated by the intersection of the compactioncurve and the line S = 70% degree of saturation. The transportable moisture limit(TML) is the critical moisture content.I:\MSC\85\26-Add-2.doc
- Page 300 and 301: MSC 85/26/Add.2ANNEX 3Page 300SUGAR
- Page 302 and 303: MSC 85/26/Add.2ANNEX 3Page 302SULPH
- Page 304 and 305: MSC 85/26/Add.2ANNEX 3Page 304SULPH
- Page 306 and 307: MSC 85/26/Add.2ANNEX 3Page 306SUPER
- Page 308 and 309: MSC 85/26/Add.2ANNEX 3Page 308TACON
- Page 310 and 311: MSC 85/26/Add.2ANNEX 3Page 310TANKA
- Page 312 and 313: MSC 85/26/Add.2ANNEX 3Page 312TAPIO
- Page 314 and 315: MSC 85/26/Add.2ANNEX 3Page 314VANAD
- Page 316 and 317: MSC 85/26/Add.2ANNEX 3Page 316VERMI
- Page 318 and 319: MSC 85/26/Add.2ANNEX 3Page 318WOODC
- Page 320 and 321: MSC 85/26/Add.2ANNEX 3Page 320WOOD
- Page 322 and 323: MSC 85/26/Add.2ANNEX 3Page 322EMERG
- Page 324 and 325: MSC 85/26/Add.2ANNEX 3Page 324DISCH
- Page 326 and 327: MSC 85/26/Add.2ANNEX 3Page 326CARRI
- Page 328 and 329: MSC 85/26/Add.2ANNEX 3Page 328VENTI
- Page 330 and 331: MSC 85/26/Add.2ANNEX 3Page 3301.1.2
- Page 332 and 333: MSC 85/26/Add.2ANNEX 3Page 332Conse
- Page 334 and 335: MSC 85/26/Add.2ANNEX 3Page 334I:\MS
- Page 336 and 337: MSC 85/26/Add.2ANNEX 3Page 336Figur
- Page 338 and 339: MSC 85/26/Add.2ANNEX 3Page 338Peat
- Page 340 and 341: MSC 85/26/Add.2ANNEX 3Page 3401.2.3
- Page 342 and 343: MSC 85/26/Add.2ANNEX 3Page 342Figur
- Page 344 and 345: MSC 85/26/Add.2ANNEX 3Page 344Figur
- Page 346 and 347: MSC 85/26/Add.2ANNEX 3Page 346Figur
- Page 348 and 349: MSC 85/26/Add.2ANNEX 3Page 3481.3 P
- Page 352 and 353: MSC 85/26/Add.2ANNEX 3Page 3522 Tes
- Page 354 and 355: MSC 85/26/Add.2ANNEX 3Page 3542.1.5
- Page 356 and 357: MSC 85/26/Add.2ANNEX 3Page 356and a
- Page 358 and 359: MSC 85/26/Add.2ANNEX 3Page 3583.1.2
- Page 360 and 361: MSC 85/26/Add.2ANNEX 3Page 3604 Tro
- Page 362 and 363: MSC 85/26/Add.2ANNEX 3Page 3624.2.2
- Page 364 and 365: MSC 85/26/Add.2ANNEX 3Page 364the t
- Page 366 and 367: MSC 85/26/Add.2ANNEX 3Page 36612345
- Page 368 and 369: MSC 85/26/Add.2ANNEX 3Page 368APPEN
- Page 370 and 371: MSC 85/26/Add.2ANNEX 3Page 370MATER
- Page 372 and 373: MSC 85/26/Add.2ANNEX 3Page 372MATER
- Page 374 and 375: MSC 85/26/Add.2ANNEX 3Page 374MATER
- Page 376: MSC 85/26/Add.2ANNEX 3Page 376MATER
<strong>MSC</strong> <strong>85</strong>/<strong>26</strong>/<strong>Add.2</strong><strong>ANNEX</strong> 3Page 350.2 Definitions and data for calculations (see figure 1.3.4.2)- empty cylinder, mass in grams: A- cylinder with tamped sample, mass in grams: B- wet sample, mass in grams: CC = B – A- dry sample, mass in grams: D- water, mass in grams (equivalent to volume in cm 3 ): EE = C – DVolume of cylinder: 1000 cm 3.3 Calculation of main characteristics- density of solid material, g/cm 3 (t/m 3 ): d- dry bulk density, g/cm 3 (t/m 3 ): γDγ = 1000- net water content, volume %: e ve v = DE x 100 x d- void ratio: e (volume of voids divided by volume of solids)e =1000 − DD= λd = - 1- degree of saturation, percentage by volume: SeS = veI:\<strong>MSC</strong>\<strong>85</strong>\<strong>26</strong>-Add-2.doc
Change language