tr josiowe Ťciskanie gruntu 1


Overview

Arkusz1
wykresy


Sheet 1: Arkusz1



E2

P

q
u





























czas czujnik odkształ Dl e=Dl/l 1-e czujnik dynamometru P/A0 s1-s3=(1-e)(P/A0) s3 s1 ciśnienie w porach s3` s1` 0,5*(s1`+s3`) 0,5*(s1+s3) 0,5*(s1-s3) s3`/s1`
odczyt poprawione odczyt

mm mm %
mm kG kN kPa kPa kG/cm^2 kPa kPa KG/cm^2 kPa kPa kPa kPa kPa kPa %
00:00 0,000 0 0,000% 1,000 0,000 0,000 0,000 0,000 0 0,5 49,035 49,035 0,070 6,865 42,170 42,170 42,170 49,035 0,000 100,000%
00:15 0,530 0,530 0,697% 0,993 0,150 7,500 0,074 64,861 64,409 0,5 49,035 113,444 0,080 7,846 41,189 105,598 73,394 81,239 32,204 39,006%
00:30 1,080 0,550 0,724% 0,993 0,265 13,250 0,130 114,588 113,759 0,5 49,035 162,794 0,100 9,807 39,228 152,987 96,107 105,914 56,879 25,641%
00:45 1,671 0,591 0,778% 0,992 0,355 17,750 0,174 153,505 152,311 0,5 49,035 201,346 0,130 12,749 36,286 188,597 112,441 125,190 76,155 19,240%
01:00 2,270 0,599 0,788% 0,992 0,430 21,500 0,211 185,935 184,470 0,5 49,035 233,505 0,130 12,749 36,286 220,756 128,521 141,270 92,235 16,437%
01:15 2,900 0,630 0,829% 0,992 0,488 24,400 0,239 211,015 209,266 0,5 49,035 258,301 0,150 14,711 34,325 243,590 138,957 153,668 104,633 14,091%
01:30 3,570 0,670 0,882% 0,991 0,532 28,356 0,278 245,223 243,062 0,5 49,035 292,097 0,140 13,730 35,305 278,367 156,836 170,566 121,531 12,683%
01:45 4,230 0,660 0,868% 0,991 0,571 30,434 0,298 263,200 260,915 0,5 49,035 309,950 0,150 14,711 34,325 295,239 164,782 179,492 130,457 11,626%
02:00 4,920 0,690 0,908% 0,991 0,595 31,714 0,311 274,263 271,773 0,5 49,035 320,808 0,140 13,730 35,305 307,078 171,192 184,922 135,887 11,497%
02:15 5,605 0,685 0,901% 0,991 0,611 32,566 0,319 281,638 279,100 0,5 49,035 328,135 0,120 11,768 37,267 316,366 176,816 188,585 139,550 11,780%
02:30 6,280 0,675 0,888% 0,991 0,621 33,099 0,325 286,248 283,705 0,5 49,035 332,740 0,090 8,826 40,209 323,914 182,061 190,888 141,853 12,413%
02:45 6,975 0,695 0,914% 0,991 0,630 33,579 0,329 290,396 287,741 0,5 49,035 336,776 0,090 8,826 40,209 327,949 184,079 192,905 143,870 12,261%
03:00 7,665 0,690 0,908% 0,991 0,639 34,059 0,334 294,545 291,871 0,5 49,035 340,906 0,080 7,846 41,189 333,060 187,125 194,970 145,935 12,367%










































0 0,000 0 0,000% 1,000 0,000 0,000 0,000 0,000 0,000 2,0 196,14 196,140 0,310 30,402 165,738 165,738 165,738 196,140 0,000 100,000%
00:15 0,651 0,651 0,857% 0,991 0,105 5,250 0,051 45,403 45,014 2,0 196,14 241,154 0,310 30,402 165,738 210,752 188,245 218,647 22,507 78,641%
00:30 1,135 0,484 0,637% 0,994 0,321 16,050 0,157 138,803 137,919 2,0 196,14 334,059 0,390 38,247 157,893 295,812 226,852 265,099 68,959 53,376%
00:45 1,660 0,525 0,691% 0,993 0,481 24,050 0,236 207,988 206,551 2,0 196,14 402,691 0,460 45,112 151,028 357,579 254,303 299,416 103,276 42,236%
01:00 2,180 0,520 0,684% 0,993 0,625 33,313 0,327 288,091 286,120 2,0 196,14 482,260 0,540 52,958 143,182 429,302 286,242 339,200 143,060 33,352%
01:15 2,750 0,570 0,750% 0,993 0,751 40,028 0,393 346,171 343,574 2,0 196,14 539,714 0,600 58,842 137,298 480,872 309,085 367,927 171,787 28,552%
01:30 3,330 0,580 0,763% 0,992 0,860 45,838 0,450 396,414 393,389 2,0 196,14 589,529 0,640 62,765 133,375 526,764 330,069 392,834 196,694 25,320%
01:45 3,940 0,610 0,803% 0,992 0,942 50,209 0,492 434,211 430,726 2,0 196,14 626,866 0,660 64,726 131,414 562,140 346,777 411,503 215,363 23,377%
02:00 4,580 0,640 0,842% 0,992 0,995 53,034 0,520 458,642 454,779 2,0 196,14 650,919 0,640 62,765 133,375 588,155 360,765 423,530 227,390 22,677%
02:15 5,220 0,640 0,842% 0,992 1,055 55,071 0,540 476,262 472,252 2,0 196,14 668,392 0,610 59,823 136,317 608,569 372,443 432,266 236,126 22,400%
02:30 5,900 0,680 0,895% 0,991 1,080 56,376 0,553 487,548 483,186 2,0 196,14 679,326 0,590 57,861 138,279 621,464 379,872 437,733 241,593 22,250%
02:45 6,590 0,690 0,908% 0,991 1,090 56,898 0,558 492,062 487,595 2,0 196,14 683,735 0,550 53,939 142,202 629,796 385,999 439,937 243,797 22,579%
03:00 7,260 0,670 0,882% 0,991 1,119 58,412 0,573 505,154 500,701 2,0 196,14 696,841 0,540 52,958 143,182 643,883 393,532 446,490 250,350 22,237%
UWAGI:


























skalowanie dynamometru:
l= 76 mm






zam 414/90-100



0,5 mm=25kG
A0= 0,001134 m^2






"2"





1,0mm=53,3KG

















1,5mm=78,3kG































Sheet 2: wykresy


Ez [mm] q [kPa]
0,000 0,000
0,530 64,409
1,080 113,759
1,671 152,311
2,270 184,470
2,900 209,266
3,570 243,062
4,230 260,915
4,920 271,773
5,605 279,100
6,280 283,705
6,975 287,741
7,665 291,871









0 0
0,651 45,014
1,135 137,919
1,660 206,551
2,180 286,120
2,750 343,574
3,330 393,389
3,940 430,726
4,580 454,779
5,220 472,252
5,900 483,186
6,590 487,595
7,260 500,701





Wyszukiwarka

Podobne podstrony:
Mgr lab5 badanie tr josiowego Ťciskania gruntu ver1 01
tr josiowe Ťciskanie gruntu 2
tr josiowe Ťciskanie gruntu
Mgr lab5 badanie tr josiowego Ťciskania gruntu
Mgr lab5 badanie tr josiowego Ťcinania gruntu ver1 2 Ptaku
Mgr lab5 badanie tr josiowego Ťcinania gruntu ver1 2
Mgr lab5 badanie tr josiowego Ťcinania gruntu bart
zmuk spis tr
Próbne Obciążenie Gruntu, BUDOWNICTWO, Fundamenty, Fundamentowanie i Mechanika Gruntów, fund, fundam
badanie wodoprzepuszczalnosci gruntu w aparacie ITB ZWK, Budownictwo studia, materiały budowalane
TR Kowzoryi
sprawko z gruntu
GIge zal 10 Wykr analiz sitowych gruntu
projekt sr tr 2014 id 398557 Nieznany

więcej podobnych podstron