>
> #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
>
> �1 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
Ś1 d ;
DRG
gam1 := 17.6
n1 := 0.3962264151
gam1W := 19.96226415
Ś1 := 0.4363323131 (3)
(3)
�1
>
> KoEL1 d ;#wspolczynnik rozporu bocznego sprezysty gruntu 1
1 K�1
1 Csin Ś1
Kp1 d ;#wspolczynnik parcia biernego gruntu 1
1 Ksin Ś1
2$c1$cos Ś1
fc1 d ;#wytrzymalosc na sciskanie gruntu 1
1 Ksin Ś1
KoEL1 := 0.2500000000
Kp1 := 2.463912812
fc1 := 0. (4)
(4)
>
> #DANE WARSTWY 2
>
> �2 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$gamF;#ciezar objetosciowy gruntu 2 pod woda
Ć2
Ś2 d ;
DRG
n2 := 0.4339622642
gam2W := 19.33962264
Ś2 := 0.2617993879 (5)
(5)
�2
>
> KoEL2 d ;#wspolczynnik rozporu bocznego sprezysty gruntu 2
1 K�2
1 Csin Ś2
Kp2 d ;#wspolczynnik parcia biernego gruntu 2
1 Ksin Ś2
2$c2$cos Ś2
fc2 d ;#wytrzymalosc na sciskanie gruntu 2
1 Ksin Ś2
KoEL2 := 0.3333333333
Kp2 := 1.698396372
fc2 := 13.03225373 (6)
(6)
>
>
>
> #LICZYMY STAN NAPREZEN IN SITU W PUNKTACH CHARAKTERSTYCZNYCH
>
> #PUNKT A
>
> �yoAtot d 0.0;
poA d 0;
�yoAeff d �yoAtot KpoA;
�xoAeff d �yoAeff $ KoINS1;
�xoAtot d �xoAeffCpoA;
�yoAtot := 0.
poA := 0
�yoAeff := 0.
�xoAeff := 0.
�xoAtot := 0. (7)
(7)
>
>
>
> #PUNKT B
>
> �yoBtot d �yoAtot Cgam1$4;
poB d 0;
�yoBeff d �yoBtot KpoB;
�xoBeff d �yoBeff $ KoINS1;
�xoBtot d �xoBeffCpoB;
#spr. warunku M-C
sig1 d �yoBeff;
sig3 d �xoBeff;
 FMCB d sig1 KKp1$sig3 Kfc1;
�yoBtot := 70.4
poB := 0
�yoBeff := 70.4
�xoBeff := 35.20
�xoBtot := 35.20
sig1 := 70.4
sig3 := 35.20
FMCB := K (8)
16.32973098 (8)
>
>
>
> #PUNKT C1
>
> �yoC1tot d �yoBtot Cgam1W$8;
poC1 d 8$gamF;
�yoC1eff d �yoC1totKpoC1;
�xoC1eff d �yoC1eff $ KoINS1;
�xoC1tot d �xoC1eff CpoC1;
#spr. warunku M-C
sig1 d �yoC1eff;
sig3 d �xoC1eff;
FMCC1 d sig1 KKp1$sig3 Kfc1;
�yoC1tot := 230.0981132
poC1 := 80.0
�yoC1eff := 150.0981132
�xoC1eff := 75.04905660
�xoC1tot := 155.0490566
sig1 := 150.0981132
sig3 := 75.04905660
FMCC1 := K (9)
34.8162189 (9)
>
>
>
> #PUNKT C2
>
> �yoC2tot d �yoBtot Cgam1W$8;
poC2 d 8$gamF;
�yoC2eff d �yoC2totKpoC2;
�xoC2eff d �yoC2eff $ KoINS2;
�xoC2tot d �xoC2eff CpoC2;
#spr. warunku M-C
sig1 d �yoC2eff;
sig3 d �xoC2eff;
 FMCC2 d sig1 KKp2$sig3 Kfc2;
�yoC2tot := 230.0981132
poC2 := 80.0
�yoC2eff := 150.0981132
�xoC2eff := 90.05886792
�xoC2tot := 170.0588679
sig1 := 150.0981132
sig3 := 90.05886792
FMCC2 := K (10)
15.88979503 (10)
>
>
>
> #PUNKT D
>
> �yoDtot d �yoC2totCgam2W$20;
poD d poC2 C20$gamF;
�yoDeff d �yoDtotKpoD;
�xoDeff d �yoDeff $ KoINS2;
�xoDtot d �xoDeffCpoD;
#spr. warunku M-C
sig1 d �yoDeff;
sig3 d �xoDeff;
FMCD d sig1 KKp2$sig3 Kfc2;
�yoDtot := 616.8905660
poD := 280.0
�yoDeff := 336.8905660
�xoDeff := 202.1343396
�xoDtot := 482.1343396
sig1 := 336.8905660
sig3 := 202.1343396
FMCD := K (11)
19.44591673 (11)
>
>
>
>
>
> #LICZYMY STAN NAPREZEN PO OBCIAZENIU q=200 kPa W PUNKTACH
CHARAKTERSTYCZNYCH
>
> #PUNKT A
>
>
>
> �yAtot d �yoAtot Cq;
pA d poA;
�yAeff d �yAtot KpA;
�xAeff d �xoAeffCKoEL1$q;
#spr. warunku M-C
 sig1 d �yAeff;
sig3 d �xAeff;
FMCA d sig1 KKp1$sig3 Kfc1;
�yAtot := 200.
pA := 0
�yAeff := 200.
�xAeff := 50.00000000
sig1 := 200.
sig3 := 50.00000000
FMCA := 76.8043594 (12)
(12)
>
>
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
�xAeff d ;
Kp1
�xAtot d �xAeffCpA;
�xAeff := 81.17170341
�xAtot := 81.17170341 (13)
(13)
>
>
>
>
>
> #PUNKT B
>
>
>
> �yBtot d �yoBtot Cq;
pB d poB;
�yBeff d �yBtot KpB;
�xBeff d �xoBeffCKoEL1$q;
#spr. warunku M-C
sig1 d �yBeff;
sig3 d �xBeff;
FMCB d sig1 KKp1$sig3 Kfc1;
�yBtot := 270.4
pB := 0
�yBeff := 270.4
�xBeff := 85.20000000
sig1 := 270.4
sig3 := 85.20000000
(14)
(14)
FMCB := 60.4746284 (14)
(14)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
�xBeff d ;
Kp1
�xBtot d �xBeffCpB;
�xBeff := 109.7441430
�xBtot := 109.7441430 (15)
(15)
>
>
>
>
>
> #PUNKT C1
>
>
>
> �yC1tot d �yoC1totCq;
pC1 d poC1;
�yC1eff d �yC1totKpC1;
�xC1eff d �xoC1eff CKoEL1$q;
#spr. warunku M-C
sig1 d �yC1eff;
sig3 d �xC1eff;
FMCC1 d sig1 KKp1$sig3 Kfc1;
�yC1tot := 430.0981132
pC1 := 80.0
�yC1eff := 350.0981132
�xC1eff := 125.0490566
sig1 := 350.0981132
sig3 := 125.0490566
FMCC1 := 41.9881405 (16)
(16)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc1
�xC1eff d ;
Kp1
�xC1tot d �xC1eff CpC1;
�xC1eff := 142.0903010
�xC1tot := 222.0903010 (17)
(17)
>
>
>
>
>
> #PUNKT C2
>
>
>
> �yC2tot d �yoC2totCq;
pC2 d poC2;
�yC2eff d �yC2totKpC2;
�xC2eff d �xoC2eff CKoEL2$q;
#spr. warunku M-C
sig1 d �yC2eff;
sig3 d �xC2eff;
FMCC2 d sig1 KKp2$sig3 Kfc2;
�yC2tot := 430.0981132
pC2 := 80.0
�yC2eff := 350.0981132
�xC2eff := 156.7255346
sig1 := 350.0981132
sig3 := 156.7255346
FMCC2 := 70.88378007 (18)
(18)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc2
�xC2eff d ;
Kp2
�xC2tot d �xC2eff CpC2;
�xC2eff := 198.4612456
�xC2tot := 278.4612456 (19)
(19)
>
>
>
> #PUNKT D
>
>
>
> �yDtot d �yoDtotCq;
pD d poD;
�yDeff d �yDtotKpD;
�xDeff d �xoDeffCKoEL2$q;
#spr. warunku M-C
sig1 d �yDeff;
sig3 d �xDeff;
FMCD d sig1 KKp2$sig3 Kfc2;
�yDtot := 816.8905660
pD := 280.0
�yDeff := 536.8905660
�xDeff := 268.8010063
sig1 := 536.8905660
sig3 := 268.8010063
FMCD := 67.32765837 (20)
(20)
>
> #korekta stanu naprezen z uwagi na niespelnienie warunku MC
sig1 Kfc2
�xDeff d ;
Kp2
�xDtot d �xDeffCpD;
�xDeff := 308.4429059
�xDtot := 588.4429059 (21)
(21)
>
>
>
>
>
>
>
>
>
>