The elastic properties of concrete under bi-axial loading . UNIT STFJCSSES Aim UNIT DEP0I^.IATI0N3, 2050, FIRST TEST Gauge Line 14 15 16 18 19 20 21 .000097c .000040c .000050c .000027c .000003c .000017c .000007t 155 c 113c 150c 113c 40c 73c 50c 2740 240c 2S0c 204c 83c 117c 97 c «syuc 3o6c 363 c 3l0o 1930 193 c 160c ?41UC 377c 450c S53C 210c 214c 214c 4y oc 446c 486c 430c 314c I30c 264c 643 c 560c 6660 4870 437c 390c 320c Gauge Line 22 24 Expansometeron Am .000023c .000053c .000000 83c 93c 04t 117c 1430 lot 203c 2200 271 280c 250c 40t 356c 270c 40t 453c 277 c 431 o denotes compression,t de
The elastic properties of concrete under bi-axial loading . UNIT STFJCSSES Aim UNIT DEP0I^.IATI0N3, 2050, FIRST TEST Gauge Line 14 15 16 18 19 20 21 .000097c .000040c .000050c .000027c .000003c .000017c .000007t 155 c 113c 150c 113c 40c 73c 50c 2740 240c 2S0c 204c 83c 117c 97 c «syuc 3o6c 363 c 3l0o 1930 193 c 160c ?41UC 377c 450c S53C 210c 214c 214c 4y oc 446c 486c 430c 314c I30c 264c 643 c 560c 6660 4870 437c 390c 320c Gauge Line 22 24 Expansometeron Am .000023c .000053c .000000 83c 93c 04t 117c 1430 lot 203c 2200 271 280c 250c 40t 356c 270c 40t 453c 277 c 431 o denotes compression,t denotes 2Zl
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
