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Oznaczenie wn, wp, wl oraz Il |
nr otworu/próby |
06AK/02/018 |
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gł. pobrania |
4,00m |
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metoda Casagrande'a |
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oznaczenie wg PN-88/B-04481 |
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OZNACZENIE MAKROSKOPOWE |
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rodzaj gruntu |
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pył |
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Si π |
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domieszki |
|
ił, piasek |
|
Cl, Sa G, P |
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konsystencja |
|
twardoplastyczny |
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wałeczek rozpada się |
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przy 2 wałeczkowaniu |
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barwa |
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lekko-zielono-szary |
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OZNACZENIE WILGOTNOŚCI NATURALNEJ wn |
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nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
wn [%] |
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N547 |
10,67 |
26,54 |
24,17 |
17,6 |
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OZNACZENIE GRANICZY PLATYCZNOŚCI wp |
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nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
wp [%] |
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N555 |
10,66 |
20,52 |
19,1 |
16,82 |
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OZNACZENIE GRANICY PŁYNNOŚCI wl |
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nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
l. uderzeń |
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|
|
N583 |
10,66 |
18,9 |
17,13 |
27,36 |
17 |
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N584 |
10,67 |
20,5 |
18,69 |
22,57 |
30 |
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27,36 |
17 |
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24,41 |
25 |
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22,57 |
30 |
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OZNACZENIE STOPNIA PLASTYCZNOŚCI Il |
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Il = (w-wp)/(wl-wp) = |
|
0,10 |
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Stan gruntu wg badań laboratoryjnych |
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stan gruntu spoistego z zależności od stopnia plastyczności i wilgotności jest twardoplastyczny |
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0<Il<0,25 |
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WYNIKI BADAŃ LABORATORYJNYCH |
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|
w |
wp |
wl |
Il |
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|
17,6 |
16,82 |
24,41 |
0,10 |
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wykonali: |
U.K., J.N., P.M. |
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Oznaczenie wn, wp, wl oraz Il |
nr otworu/próby |
06AK/02/011 |
|
|
gł. pobrania |
2,60m |
|
|
|
metoda Casagrande'a |
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|
oznaczenie wg PN-88/B-04481 |
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OZNACZENIE MAKROSKOPOWE |
|
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|
rodzaj gruntu |
|
pył piaszczysty |
|
saSi πp |
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|
domieszki |
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|
konsystencja |
|
zwarty |
|
rozpada się podczas |
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wałeczkowania, ale |
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barwa |
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brązowo-żółty |
|
można uform. kulkę |
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OZNACZENIE WILGOTNOŚCI NATURALNEJ wn |
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|
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
wn [%] |
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|
N540 |
10,66 |
27,43 |
26,24 |
7,64 |
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OZNACZENIE GRANICZY PLATYCZNOŚCI wp |
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|
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
wp [%] |
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N562 |
10,66 |
24,77 |
22,75 |
16,71 |
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OZNACZENIE GRANICY PŁYNNOŚCI wl |
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|
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
l. uderzeń |
|
|
|
|
N582 |
10,65 |
21,37 |
19,77 |
17,54 |
21 |
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N578 |
10,66 |
19,24 |
18,06 |
15,95 |
33 |
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17,54 |
21 |
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15,95 |
33 |
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17,01 |
25 |
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OZNACZENIE STOPNIA PLASTYCZNOŚCI Il |
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Il = (w-wp)/(wl-wp) = |
|
-30,04 |
wynik jest nieprawidłowy co oznacza, że podczas |
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Stan gruntu wg badań laboratoryjnych |
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badania wystąpił bład |
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stan gruntu spoistego w zależności od stopnia platyczności i wilgotności naturalnej jest zwarty |
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Il<0 |
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WYNIKI BADAŃ LABORATORYJNYCH |
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|
w |
wp |
wl |
Il |
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7,64 |
16,71 |
17,01 |
-30,04 |
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wykonali: |
U.K., J.N., P.M. |
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Oznaczenie granicy płynności wl |
nr otworu/próby |
06AK/02/018 |
|
|
metoda penetrometru stożkowego |
|
gł. pobrania |
4m |
|
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|
oznaczenie wg PN-88/B-04481 |
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OZNACZENIE MAKROSKOPOWE |
|
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|
|
|
rodzaj gruntu |
|
pył |
|
Si π |
|
|
|
|
domieszki |
|
ił, piasek |
|
Cl, Sa G, P |
|
|
|
|
konsystencja |
|
twardoplastyczny |
|
wałeczek rozpada się |
|
|
|
|
|
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|
|
przy 2 wałeczkowaniu |
|
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|
|
barwa |
|
lekko-zielono-szary |
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wilgotność naturalna |
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|
17,60% |
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Głębokość penetracji |
|
Oznaczenie wilgotnośći |
|
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|
badania nr1 |
|
h1 |
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
|
|
ha [mm] |
15,9 |
|
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hb [mm] |
13,7 |
14,7 |
N596 |
10,65 |
20,68 |
18,74 |
23,98 |
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hc [mm] |
14,6 |
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|
badania nr2 |
|
h1 |
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
|
|
ha [mm] |
19,8 |
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hb [mm] |
18,4 |
19,2 |
N594 |
10,67 |
21,84 |
19,48 |
26,79 |
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hc [mm] |
19,4 |
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14,7 |
23,98 |
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19,2 |
26,79 |
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18 |
26,04 |
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Il=(w-wp)/(wl-wp)= |
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0,02 |
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|
stan gruntu jest twardoplastyczny |
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w18= |
26,04 |
wl = 0,0043 * w218 + 0,8873 * w18 + 3,62 = |
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29,64 |
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wykonali: |
U.K., J.N., P.M. |
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Oznaczenie granicy płynności wl |
nr otworu/próby |
06AK/02/011 |
|
|
metoda penetrometru stożkowego |
|
gł. pobrania |
2,60m |
|
|
|
oznaczenie wg PN-88/B-04481 |
|
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OZNACZENIE MAKROSKOPOWE |
|
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|
rodzaj gruntu |
|
pył piaszczysty |
|
saSi πp |
|
|
|
|
domieszki |
|
|
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|
|
|
konsystencja |
|
zwarty |
|
rozpada się podczas |
|
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|
wałeczkowania, ale |
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|
barwa |
|
brązowo-żółty |
|
można uform. kulkę |
|
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|
wilgotność naturalna |
|
|
7,60% |
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Głębokość penetracji |
|
Oznaczenie wilgotnośći |
|
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|
|
|
badania nr1 |
|
h1 |
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
|
|
ha [mm] |
19,8 |
|
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|
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|
|
hb [mm] |
19,6 |
19,6 |
N595 |
10,65 |
20,29 |
18,73 |
19,31 |
|
|
hc [mm] |
19,4 |
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|
badania nr2 |
|
h1 |
nr nacz. |
mt [g] |
mmt [g] |
mst [g] |
w [%] |
|
|
ha [mm] |
14,7 |
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|
hb [mm] |
13,8 |
14,5 |
N592 |
10,64 |
22,92 |
21,03 |
18,19 |
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hc [mm] |
15 |
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19,6 |
19,3 |
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14,5 |
18,19 |
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18 |
18,96 |
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Il=(w-wp)/(wl-wp)= |
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-0,23 |
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stan gruntu jest twardoplastyczny |
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w18= |
18,96 |
wl = 0,0043 * w218 + 0,8873 * w18 + 3,62 = |
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21,99 |
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wykonali: |
U.K., J.N., P.M. |
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