>
> #OBLICZENIA STANU NAPREZEN W PODLOZU
q d 200;
q := 200 (1)
(1)
180
>
> DRG d evalf ;
Pi
DRG := 57.29577950 (2)
(2)
>
> #DANE WARSTWY 1
>
> ½1 d 0.2 : w1 d 0.1 : gamD1 d 16 : gamS d 26.5 : gamF d 10.0 : Ć1 d 25 : c1 d 0: KoINS1
d 0.5 :
>
> gam1 d 1 Cw1 $gamD1;#ciezar objetosciowy gruntu 1 nad woda
gamD1
n1 d 1 K ;#porowatosc
gamS
gam1W d gamD1 Cn1$gamF;#ciezar objetosciowy gruntu 1 pod woda
Ć1
Åš1 d ;
DRG
gam1 := 17.6
n1 := 0.3962264151
gam1W := 19.96226415
Åš1 := 0.4363323131 (3)
(3)
½1
>
> KoEL1 d ;#wspolczynnik rozporu bocznego sprezysty gruntu 1
1 K½1
1 Csin Åš1
Kp1 d ;#wspolczynnik parcia biernego gruntu 1
1 Ksin Åš1
2$c1$cos Åš1
fc1 d ;#wytrzymalosc na sciskanie gruntu 1
1 Ksin Åš1
KoEL1 := 0.2500000000
Kp1 := 2.463912812
fc1 := 0. (4)
(4)
>
> #DANE WARSTWY 2
>
> ½2 d 0.25 : gamD2 d 15 : gamS d 26.5 : gamF d 10.0 : Ć2 d 15 : c2 d 5: KoINS2 d 0.6 :
>
>
gamD2
>
> n2 d 1 K ;#porowatosc
gamS
gam2W d gamD2 Cn2$gamF;#ciezar objetosciowy gruntu 2 pod woda
Ć2
Åš2 d ;
DRG
n2 := 0.4339622642
gam2W := 19.33962264
Åš2 := 0.2617993879 (5)
(5)
½2
>
> KoEL2 d ;#wspolczynnik rozporu bocznego sprezysty gruntu 2
1 K½2
1 Csin Åš2
Kp2 d ;#wspolczynnik parcia biernego gruntu 2
1 Ksin Åš2
2$c2$cos Åš2
fc2 d ;#wytrzymalosc na sciskanie gruntu 2
1 Ksin Åš2
KoEL2 := 0.3333333333
Kp2 := 1.698396372
fc2 := 13.03225373 (6)
(6)
>
>
>
> #LICZYMY STAN NAPREZEN IN SITU W PUNKTACH CHARAKTERSTYCZNYCH
>
> #PUNKT A
>
> ÃyoAtot d 0.0;
poA d 0;
ÃyoAeff d ÃyoAtot KpoA;
ÃxoAeff d ÃyoAeff $ KoINS1;
ÃxoAtot d ÃxoAeffCpoA;
ÃyoAtot := 0.
poA := 0
ÃyoAeff := 0.
ÃxoAeff := 0.
ÃxoAtot := 0. (7)
(7)
>
>
>
> #PUNKT B
>
> ÃyoBtot d ÃyoAtot Cgam1$4;
poB d 0;
ÃyoBeff d ÃyoBtot KpoB;
ÃxoBeff d ÃyoBeff $ KoINS1;
ÃxoBtot d ÃxoBeffCpoB;
#spr. warunku M-C
sig1 d ÃyoBeff;
sig3 d ÃxoBeff;
 FMCB d sig1 KKp1$sig3 Kfc1;
ÃyoBtot := 70.4
poB := 0
ÃyoBeff := 70.4
ÃxoBeff := 35.20
ÃxoBtot := 35.20
sig1 := 70.4
sig3 := 35.20
FMCB := K (8)
16.32973098 (8)
>
>
>
> #PUNKT C1
>
> ÃyoC1tot d ÃyoBtot Cgam1W$8;
poC1 d 8$gamF;
ÃyoC1eff d ÃyoC1totKpoC1;
ÃxoC1eff d ÃyoC1eff $ KoINS1;
ÃxoC1tot d ÃxoC1eff CpoC1;
#spr. warunku M-C
sig1 d ÃyoC1eff;
sig3 d ÃxoC1eff;
FMCC1 d sig1 KKp1$sig3 Kfc1;
ÃyoC1tot := 230.0981132
poC1 := 80.0
ÃyoC1eff := 150.0981132
ÃxoC1eff := 75.04905660
ÃxoC1tot := 155.0490566
sig1 := 150.0981132
sig3 := 75.04905660
FMCC1 := K (9)
34.8162189 (9)
>
>
>
> #PUNKT C2
>
> ÃyoC2tot d ÃyoBtot Cgam1W$8;
poC2 d 8$gamF;
ÃyoC2eff d ÃyoC2totKpoC2;
ÃxoC2eff d ÃyoC2eff $ KoINS2;
ÃxoC2tot d ÃxoC2eff CpoC2;
#spr. warunku M-C
sig1 d ÃyoC2eff;
sig3 d ÃxoC2eff;
 FMCC2 d sig1 KKp2$sig3 Kfc2;
ÃyoC2tot := 230.0981132
poC2 := 80.0
ÃyoC2eff := 150.0981132
ÃxoC2eff := 90.05886792
ÃxoC2tot := 170.0588679
sig1 := 150.0981132
sig3 := 90.05886792
FMCC2 := K (10)
15.88979503 (10)
>
>
>
> #PUNKT D
>
> ÃyoDtot d ÃyoC2totCgam2W$20;
poD d poC2 C20$gamF;
ÃyoDeff d ÃyoDtotKpoD;
ÃxoDeff d ÃyoDeff $ KoINS2;
ÃxoDtot d ÃxoDeffCpoD;
#spr. warunku M-C
sig1 d ÃyoDeff;
sig3 d ÃxoDeff;
FMCD d sig1 KKp2$sig3 Kfc2;
ÃyoDtot := 616.8905660
poD := 280.0
ÃyoDeff := 336.8905660
ÃxoDeff := 202.1343396
ÃxoDtot := 482.1343396
sig1 := 336.8905660
sig3 := 202.1343396
FMCD := K (11)
19.44591673 (11)
>
>
>
>
>
> #LICZYMY STAN NAPREZEN PO OBCIAZENIU q=200 kPa W PUNKTACH
CHARAKTERSTYCZNYCH
>
> #PUNKT A
>
>
>
> ÃyAtot d ÃyoAtot Cq;
pA d poA;
ÃyAeff d ÃyAtot KpA;
ÃxAeff d ÃxoAeffCKoEL1$q;
#spr. warunku M-C
 sig1 d ÃyAeff;
sig3 d ÃxAeff;
FMCA d sig1 KKp1$sig3 Kfc1;
ÃyAtot := 200.
pA := 0
ÃyAeff := 200.
ÃxAeff := 50.00000000
sig1 := 200.
sig3 := 50.00000000
FMCA := 76.8043594 (12)
(12)
>
>
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
ÃxAeff d ;
Kp1
ÃxAtot d ÃxAeffCpA;
ÃxAeff := 81.17170341
ÃxAtot := 81.17170341 (13)
(13)
>
>
>
>
>
> #PUNKT B
>
>
>
> ÃyBtot d ÃyoBtot Cq;
pB d poB;
ÃyBeff d ÃyBtot KpB;
ÃxBeff d ÃxoBeffCKoEL1$q;
#spr. warunku M-C
sig1 d ÃyBeff;
sig3 d ÃxBeff;
FMCB d sig1 KKp1$sig3 Kfc1;
ÃyBtot := 270.4
pB := 0
ÃyBeff := 270.4
ÃxBeff := 85.20000000
sig1 := 270.4
sig3 := 85.20000000
(14)
(14)
FMCB := 60.4746284 (14)
(14)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
ÃxBeff d ;
Kp1
ÃxBtot d ÃxBeffCpB;
ÃxBeff := 109.7441430
ÃxBtot := 109.7441430 (15)
(15)
>
>
>
>
>
> #PUNKT C1
>
>
>
> ÃyC1tot d ÃyoC1totCq;
pC1 d poC1;
ÃyC1eff d ÃyC1totKpC1;
ÃxC1eff d ÃxoC1eff CKoEL1$q;
#spr. warunku M-C
sig1 d ÃyC1eff;
sig3 d ÃxC1eff;
FMCC1 d sig1 KKp1$sig3 Kfc1;
ÃyC1tot := 430.0981132
pC1 := 80.0
ÃyC1eff := 350.0981132
ÃxC1eff := 125.0490566
sig1 := 350.0981132
sig3 := 125.0490566
FMCC1 := 41.9881405 (16)
(16)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
ÃxC1eff d ;
Kp1
ÃxC1tot d ÃxC1eff CpC1;
ÃxC1eff := 142.0903010
ÃxC1tot := 222.0903010 (17)
(17)
>
>
>
>
>
> #PUNKT C2
>
>
>
> ÃyC2tot d ÃyoC2totCq;
pC2 d poC2;
ÃyC2eff d ÃyC2totKpC2;
ÃxC2eff d ÃxoC2eff CKoEL2$q;
#spr. warunku M-C
sig1 d ÃyC2eff;
sig3 d ÃxC2eff;
FMCC2 d sig1 KKp2$sig3 Kfc2;
ÃyC2tot := 430.0981132
pC2 := 80.0
ÃyC2eff := 350.0981132
ÃxC2eff := 156.7255346
sig1 := 350.0981132
sig3 := 156.7255346
FMCC2 := 70.88378007 (18)
(18)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc2
ÃxC2eff d ;
Kp2
ÃxC2tot d ÃxC2eff CpC2;
ÃxC2eff := 198.4612456
ÃxC2tot := 278.4612456 (19)
(19)
>
>
>
> #PUNKT D
>
>
>
> ÃyDtot d ÃyoDtotCq;
pD d poD;
ÃyDeff d ÃyDtotKpD;
ÃxDeff d ÃxoDeffCKoEL2$q;
#spr. warunku M-C
sig1 d ÃyDeff;
sig3 d ÃxDeff;
FMCD d sig1 KKp2$sig3 Kfc2;
ÃyDtot := 816.8905660
pD := 280.0
ÃyDeff := 536.8905660
ÃxDeff := 268.8010063
sig1 := 536.8905660
sig3 := 268.8010063
FMCD := 67.32765837 (20)
(20)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc2
ÃxDeff d ;
Kp2
ÃxDtot d ÃxDeffCpD;
ÃxDeff := 308.4429059
ÃxDtot := 588.4429059 (21)
(21)
>
>
>
>
>
>
>
>
>
>