Analysisofgroundloss Inputdata - Fine · SoilBoringCo. London,ColsonRd125/5 UnitedKingdom Project:ShoppingcenterBlackRose Geotechnicsandfoundation-projectreports Designer:Ing.JohnWilliams

Soil Boring Co.London, Colson Rd 125/5United Kingdom

Project: Shopping center Black RoseGeotechnics and foundation - project reports

Designer: Ing. John Williams

[GEO5 - Ground Loss | version 5.2016.0.20 | hardware key 4001 / 1 | Fine spol. s r.o. | Copyright © 2015 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]

Analysis of ground lossInput dataProjectDate : 28.3.2007Buildings

No. DescriptionCoordinate

x1 [m] x2 [m]Heightv [m]

Depthh [m]

1 B nr. 1 90,00 120,00 4,57 1,50Global settingsAnalysis carried out according to theory : Volume LossShape of settlement trough : Gauss Settings of the stage of constructionAnalysis performed with user-defined values of settings.Borders of gradient damageBorder 1Border 2Border 3Border 4Border 5

=====

1 /1 /1 /1 /1 /

1202800500425150

Borders of tensile damageBorder 1Border 2Border 3Border 4Border 5

=====

0,000,500,751,001,80

‰‰‰‰‰

Geometry

No.New

excavationDescription

Coordinatex[m]

Depthz[m]

Radiusr [m]

AreaA [m2]

1 Yes exc nr. 1 100,00 15,00 3,09 30,00

No. DescriptionTrough param.

k [–]Volume loss

VL [%]1 exc nr. 1 0,50 3,00





Name : Geometry Stage - analysis : 1 - 0

[80,00;2,00]

1 1/833

[90,00;14,00]

2 1/1250

[100,00;22,00]

3 1/1250 [110,00;14,00]

4 1/833 [120,00;2,00]

5

[100,00;15,00]exc nr. 1

15,00 15,00

70,

00 m

130

,00

m

Measurement

No. DescriptionCoordinate

x [m]Displacements

z [mm]12345

Mìøení è. 1Mìøení è. 2Mìøení è. 3Mìøení è. 4Mìøení è. 5

80,0090,00

100,00110,00120,00

2,0014,0022,0014,002,00

Verification No. 1 (Stage of construction 1)Analysis result - exc nr. 1Distance of point of inflexion from center pointMaximum settlementLength of settlement trough

LinfsmaxLmax

===

7,5047,9

30,00

mmmm

Overall resultsDepression computed at terrain surface.Max. settlementMax. horizontal deformationBegin of settlement troughEnd of settlement troughLength of settlement trough

smaxhmaxx1x2l

=====

47,918,3

70,00130,0060,00

mmmmmmm

Verification No. 2 (Stage of construction 1)Overall resultsDepression computed at depth 1,00 m.Max. settlementMax. horizontal deformationBegin of settlement troughEnd of settlement troughLength of settlement trough

smaxhmaxx1x2l

=====

47,817,1

71,79128,2156,41

mmmmmmm

Damage verification No. 1 (Stage of construction 1)Type of damage: tensile cracksBuilding description: B nr. 1





SectionBeg.x1 [m]

Endx2 [m] Description of damage

123456789101112

90,0091,6592,1092,5593,30

106,95107,70108,15108,60116,85118,05119,55

91,6592,1092,5593,30

106,95107,70108,15108,60116,85118,05119,55120,00

V. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracksI. compression - no damageII. HS<0,50, microcracksIII. HS<0,75, little dam. - superficialIV. HS<1,00, little damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracks

Name : Damages Stage - analysis : 1 - 1

62,

00 m

153

,66

m

B nr. 1

V.IV.III.II. I. II.III.IV. V. IV.III.II.

1

Risk of building damage

I. compression - no damage

II. HS<0,50, microcracks

III. HS<0,75, little dam. - superficial

IV. HS<1,00, little damage

V. HS<1,80, medium damage

VI. HS>1,80, large damage

Damage verification No. 2 (Stage of construction 1)Type of damage: tensile cracksBuilding description: B nr. 1





SectionBeg.x1 [m]


123456789101112

90,0091,6592,1092,5593,30

106,95107,70108,15108,60116,85118,05119,55

91,6592,1092,5593,30

106,95107,70108,15108,60116,85118,05119,55120,00

V. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracksI. compression - no damageII. HS<0,50, microcracksIII. HS<0,75, little dam. - superficialIV. HS<1,00, little damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracks

Damage verification No. 3 (Stage of construction 1)Type of damage: relative deflectionBuilding description: B nr. 1Max. relative deflection upwards: 0,60 mm/m in distance of: 23,10 m from building starting point.Max. relative deflection downwards: 1,37 mm/m in distance of: 10,05 m from building starting point.Hogging

SectionBeg.x1 [m]

Endx2 [m]

23

0,0016,95

3,3030,00

Sagging

SectionBeg.x1 [m]

Endx2 [m]

2 3,30 16,95

Damage verification No. 4 (Stage of construction 1)Type of damage: section of buildingBuilding to be analyzed: B nr. 1Distance from building starting point: point 1 = 0,00 m, point 2 = 15,00 m. Maximum horizontal strainRelative gradient between x1, x2Maximum gradientRelative deflection (hogging)Relative deflection (sagging)

=====

1,521/7441/2370,10

-1,23

‰

mm/mmm/m

Input data (Stage of construction 2)Geometry

No.New


Coordinatex[m]

Depthz[m]

Radiusr [m]

AreaA [m2]

12

NoYes

exc nr. 1exc nar. 2

100,00118,00

15,0015,00

3,093,09

30,0030,00


k [–]Volume loss

VL [%]12

exc nr. 1exc nar. 2

0,500,50

3,003,00






[100,00;15,00]exc nr. 1

15,00 15,00

[118,00;15,00]exc nar. 2

15,00 15,00

78,

97 m

139

,03

m


LinfsmaxLmax

===

5,2647,4

21,03

mmmm

Analysis result - exc nar. 2Distance of point of inflexion from center pointMaximum settlementLength of settlement trough

LinfsmaxLmax

===

5,2647,4

21,03

mmmm

Overall resultsDepression computed at terrain surface.Max. settlementMax. horizontal deformationBegin of settlement troughEnd of settlement troughLength of settlement trough

smaxhmaxx1x2l

=====

51,218,6

70,00148,0078,00

mmmmmmm

Digital distributions of variablesShape of settlement trough (Gauss) - exc nr. 1

X-coord.[m]

Settlement[mm]

Horizontal deformation[mm]

Horizontal strain[‰]

Gradient[–]

70,0070,7871,5672,3473,1273,9074,6875,4676,2477,0277,8078,58

0,030,040,050,070,090,130,180,240,330,450,620,83

-0,08-0,10-0,13-0,16-0,22-0,29-0,38-0,51-0,67-0,89-1,16-1,50

0,00-0,03-0,04-0,06-0,08-0,11-0,14-0,19-0,24-0,31-0,39-0,49

-------

1/99731/73651/55321/41811/3203





X-coord.[m]

Settlement[mm]



Gradient[–]

79,3680,1480,9281,7082,4883,2684,0484,8285,6086,3887,1687,9488,7289,5090,2891,0691,8492,6293,4094,1894,9695,7496,5297,3098,0898,8699,64

100,42101,20101,98102,76103,54104,32105,10105,88106,66107,44108,22109,00109,78110,56111,34112,12112,90113,68114,46115,24116,02

1,101,451,902,463,153,984,996,197,599,22

11,0813,1615,4818,0020,7323,6026,6029,6632,7235,7338,6241,3243,7745,9347,7349,1650,2150,8651,1651,1250,8150,2949,6248,9048,1847,5447,0446,7246,6046,7247,0447,5448,1848,9049,6250,2950,8151,12

-1,92-2,44-3,06-3,79-4,64-5,62-6,71-7,91-9,20

-10,57-11,96-13,35-14,69-15,92-16,99-17,83-18,38-18,61-18,47-17,92-16,99-15,66-13,98-12,02-9,82-7,49-5,13-2,85-0,731,102,593,664,284,464,173,512,531,320,00

-1,32-2,53-3,51-4,17-4,46-4,28-3,66-2,59-1,10

-0,60-0,73-0,87-1,02-1,17-1,32-1,47-1,60-1,70-1,77-1,78-1,75-1,65-1,47-1,22-0,90-0,50-0,050,440,951,451,922,342,672,903,002,982,822,532,131,641,090,51

-0,07-0,61-1,05-1,40-1,62-1,69-1,62-1,40-1,05-0,61-0,070,511,091,642,13

1/24911/19541/15581/12531/10211/8451/7061/6001/5151/4481/3961/3551/3221/2971/2791/2661/2581/2551/2571/2651/2791/3031/3391/3941/4831/6301/919

1/16351/60361/44711/18771/13161/11221/10801/11491/13651/18991/3604

-1/36041/18991/13651/11491/10801/11221/13161/18771/4471





X-coord.[m]

Settlement[mm]



Gradient[–]

116,80117,58118,36119,14119,92120,70121,48122,26123,04123,82124,60125,38126,16126,94127,72128,50129,28130,06130,84131,62132,40133,18133,96134,74135,52136,30137,08137,86138,64139,42140,20140,98141,76142,54143,32144,10144,88145,66146,44147,22148,00

51,1650,8650,2149,1647,7345,9343,7741,3238,6235,7332,7229,6626,6023,6020,7318,0015,4813,1611,089,227,596,194,993,983,152,461,901,451,100,830,620,450,330,240,180,130,090,070,050,040,03

0,732,855,137,499,82

12,0213,9815,6616,9917,9218,4718,6118,3817,8316,9915,9214,6913,3511,9610,579,207,916,715,624,643,793,062,441,921,501,160,890,670,510,380,290,220,160,130,100,08

2,532,822,983,002,902,672,341,921,450,950,44

-0,05-0,50-0,90-1,22-1,47-1,65-1,75-1,78-1,77-1,70-1,60-1,47-1,32-1,17-1,02-0,87-0,73-0,60-0,49-0,39-0,31-0,24-0,19-0,14-0,11-0,08-0,06-0,04-0,030,00

1/60361/16351/9191/6301/4831/3941/3391/3031/2791/2651/2571/2551/2581/2661/2791/2971/3221/3551/3961/4481/5151/6001/7061/845

1/10211/12531/15581/19541/24911/32031/41811/55321/73651/9973

-------

Shape of settlement trough (Gauss) - exc nar. 2X-coord.

[m]Settlement

[mm]Horizontal deformation

[mm]Horizontal strain

[‰]Gradient

[–]70,0070,7871,56

0,030,040,05

-0,08-0,10-0,13

0,00-0,03-0,04

---





X-coord.[m]

Settlement[mm]



Gradient[–]

72,3473,1273,9074,6875,4676,2477,0277,8078,5879,3680,1480,9281,7082,4883,2684,0484,8285,6086,3887,1687,9488,7289,5090,2891,0691,8492,6293,4094,1894,9695,7496,5297,3098,0898,8699,64

100,42101,20101,98102,76103,54104,32105,10105,88106,66107,44108,22109,00

0,070,090,130,180,240,330,450,620,831,101,451,902,463,153,984,996,197,599,22

11,0813,1615,4818,0020,7323,6026,6029,6632,7235,7338,6241,3243,7745,9347,7349,1650,2150,8651,1651,1250,8150,2949,6248,9048,1847,5447,0446,7246,60

-0,16-0,22-0,29-0,38-0,51-0,67-0,89-1,16-1,50-1,92-2,44-3,06-3,79-4,64-5,62-6,71-7,91-9,20

-10,57-11,96-13,35-14,69-15,92-16,99-17,83-18,38-18,61-18,47-17,92-16,99-15,66-13,98-12,02-9,82-7,49-5,13-2,85-0,731,102,593,664,284,464,173,512,531,320,00

-0,06-0,08-0,11-0,14-0,19-0,24-0,31-0,39-0,49-0,60-0,73-0,87-1,02-1,17-1,32-1,47-1,60-1,70-1,77-1,78-1,75-1,65-1,47-1,22-0,90-0,50-0,050,440,951,451,922,342,672,903,002,982,822,532,131,641,090,51

-0,07-0,61-1,05-1,40-1,62-1,69

----

1/99731/73651/55321/41811/32031/24911/19541/15581/12531/10211/8451/7061/6001/5151/4481/3961/3551/3221/2971/2791/2661/2581/2551/2571/2651/2791/3031/3391/3941/4831/6301/919

1/16351/60361/44711/18771/13161/11221/10801/11491/13651/18991/3604

-





X-coord.[m]

Settlement[mm]



Gradient[–]

109,78110,56111,34112,12112,90113,68114,46115,24116,02116,80117,58118,36119,14119,92120,70121,48122,26123,04123,82124,60125,38126,16126,94127,72128,50129,28130,06130,84131,62132,40133,18133,96134,74135,52136,30137,08137,86138,64139,42140,20140,98141,76142,54143,32144,10144,88145,66146,44

46,7247,0447,5448,1848,9049,6250,2950,8151,1251,1650,8650,2149,1647,7345,9343,7741,3238,6235,7332,7229,6626,6023,6020,7318,0015,4813,1611,089,227,596,194,993,983,152,461,901,451,100,830,620,450,330,240,180,130,090,070,05

-1,32-2,53-3,51-4,17-4,46-4,28-3,66-2,59-1,100,732,855,137,499,82

12,0213,9815,6616,9917,9218,4718,6118,3817,8316,9915,9214,6913,3511,9610,579,207,916,715,624,643,793,062,441,921,501,160,890,670,510,380,290,220,160,13

-1,62-1,40-1,05-0,61-0,070,511,091,642,132,532,822,983,002,902,672,341,921,450,950,44

-0,05-0,50-0,90-1,22-1,47-1,65-1,75-1,78-1,77-1,70-1,60-1,47-1,32-1,17-1,02-0,87-0,73-0,60-0,49-0,39-0,31-0,24-0,19-0,14-0,11-0,08-0,06-0,04

1/36041/18991/13651/11491/10801/11221/13161/18771/44711/60361/16351/9191/6301/4831/3941/3391/3031/2791/2651/2571/2551/2581/2661/2791/2971/3221/3551/3961/4481/5151/6001/7061/845

1/10211/12531/15581/19541/24911/32031/41811/55321/73651/9973

-----





X-coord.[m]

Settlement[mm]



Gradient[–]

147,22148,00

0,040,03

0,100,08

-0,030,00

--


LinfsmaxLmax

===

5,2647,4

21,03

mmmm


LinfsmaxLmax

===

5,2647,4

21,03

mmmm

Overall resultsDepression computed at depth 5,00 m.Max. settlementMax. horizontal deformationBegin of settlement troughEnd of settlement troughLength of settlement trough

smaxhmaxx1x2l

=====

47,512,7

78,97139,0360,06

mmmmmmm


X-coord.[m]

Settlement[mm]



Gradient[–]

78,9779,5780,1780,7781,3781,9782,5783,1783,7784,3884,9885,5886,1886,7887,3887,9888,5889,1889,7890,3890,9891,5892,1892,78

0,030,040,050,080,110,150,210,300,420,590,821,121,512,022,673,494,505,727,188,91

10,9013,1715,7118,49

-0,06-0,07-0,09-0,12-0,17-0,23-0,31-0,43-0,58-0,78-1,04-1,36-1,76-2,26-2,84-3,53-4,32-5,21-6,18-7,21-8,27-9,32

-10,32-11,22

0,00-0,03-0,04-0,06-0,09-0,12-0,17-0,22-0,29-0,38-0,48-0,61-0,74-0,90-1,06-1,23-1,40-1,54-1,66-1,74-1,76-1,71-1,58-1,35

------

1/80081/57131/41371/30451/22751/17251/13271/10361/8191/6581/5381/4471/3771/3231/2821/2501/2261/208





X-coord.[m]

Settlement[mm]



Gradient[–]

93,3893,9894,5995,1995,7996,3996,9997,5998,1998,7999,3999,99

100,59101,19101,79102,39102,99103,59104,20104,80105,40106,00106,60107,20107,80108,40109,00109,60110,20110,80111,40112,00112,60113,20113,80114,41115,01115,61116,21116,81117,41118,01118,61119,21119,81120,41121,01121,61

21,4924,6427,9031,1734,3837,4340,2242,6744,6946,2047,1547,5247,2846,4645,1143,2941,0938,6235,9733,2830,6628,2226,0824,3122,9922,1721,9022,1722,9924,3126,0828,2230,6633,2835,9738,6241,0943,2945,1146,4647,2847,5247,1546,2044,6942,6740,2237,43

-11,95-12,46-12,70-12,62-12,19-11,38-10,19-8,67-6,85-4,78-2,55-0,242,054,226,177,829,119,97

10,3910,349,848,927,626,014,152,120,00

-2,12-4,15-6,01-7,62-8,92-9,84

-10,34-10,39-9,97-9,11-7,82-6,17-4,22-2,050,242,554,786,858,67

10,1911,38

-1,03-0,62-0,130,431,041,662,252,783,243,583,783,833,713,433,002,451,791,070,30

-0,46-1,18-1,85-2,42-2,89-3,24-3,45-3,52-3,45-3,24-2,89-2,42-1,85-1,18-0,460,301,071,792,453,003,433,713,833,783,583,242,782,251,66

1/1951/1871/1841/1851/1921/2061/2291/2691/3411/4871/911

1/97441/11361/5541/3791/2991/2571/2351/2251/2261/2381/2621/3071/3891/563

1/1104-

1/11041/5631/3891/3071/2621/2381/2261/2251/2351/2571/2991/3791/554

1/11361/97441/9111/4871/3411/2691/2291/206





X-coord.[m]

Settlement[mm]



Gradient[–]

122,21122,81123,41124,02124,62125,22125,82126,42127,02127,62128,22128,82129,42130,02130,62131,22131,82132,42133,02133,62134,23134,83135,43136,03136,63137,23137,83138,43139,03

34,3831,1727,9024,6421,4918,4915,7113,1710,908,917,185,724,503,492,672,021,511,120,820,590,420,300,210,150,110,080,050,040,03

12,1912,6212,7012,4611,9511,2210,329,328,277,216,185,214,323,532,842,261,761,361,040,780,580,430,310,230,170,120,090,070,06

1,040,43

-0,13-0,62-1,03-1,35-1,58-1,71-1,76-1,74-1,66-1,54-1,40-1,23-1,06-0,90-0,74-0,61-0,48-0,38-0,29-0,22-0,17-0,12-0,09-0,06-0,04-0,030,00

1/1921/1851/1841/1871/1951/2081/2261/2501/2821/3231/3771/4471/5381/6581/819

1/10361/13271/17251/22751/30451/41371/57131/8008

------


[m]Settlement



[‰]Gradient

[–]78,9779,5780,1780,7781,3781,9782,5783,1783,7784,3884,9885,5886,1886,7887,38

0,030,040,050,080,110,150,210,300,420,590,821,121,512,022,67

-0,06-0,07-0,09-0,12-0,17-0,23-0,31-0,43-0,58-0,78-1,04-1,36-1,76-2,26-2,84

0,00-0,03-0,04-0,06-0,09-0,12-0,17-0,22-0,29-0,38-0,48-0,61-0,74-0,90-1,06

------

1/80081/57131/41371/30451/22751/17251/13271/10361/819





X-coord.[m]

Settlement[mm]



Gradient[–]

87,9888,5889,1889,7890,3890,9891,5892,1892,7893,3893,9894,5995,1995,7996,3996,9997,5998,1998,7999,3999,99

100,59101,19101,79102,39102,99103,59104,20104,80105,40106,00106,60107,20107,80108,40109,00109,60110,20110,80111,40112,00112,60113,20113,80114,41115,01115,61116,21

3,494,505,727,188,91

10,9013,1715,7118,4921,4924,6427,9031,1734,3837,4340,2242,6744,6946,2047,1547,5247,2846,4645,1143,2941,0938,6235,9733,2830,6628,2226,0824,3122,9922,1721,9022,1722,9924,3126,0828,2230,6633,2835,9738,6241,0943,2945,11

-3,53-4,32-5,21-6,18-7,21-8,27-9,32

-10,32-11,22-11,95-12,46-12,70-12,62-12,19-11,38-10,19-8,67-6,85-4,78-2,55-0,242,054,226,177,829,119,97

10,3910,349,848,927,626,014,152,120,00

-2,12-4,15-6,01-7,62-8,92-9,84

-10,34-10,39-9,97-9,11-7,82-6,17

-1,23-1,40-1,54-1,66-1,74-1,76-1,71-1,58-1,35-1,03-0,62-0,130,431,041,662,252,783,243,583,783,833,713,433,002,451,791,070,30

-0,46-1,18-1,85-2,42-2,89-3,24-3,45-3,52-3,45-3,24-2,89-2,42-1,85-1,18-0,460,301,071,792,453,00

1/6581/5381/4471/3771/3231/2821/2501/2261/2081/1951/1871/1841/1851/1921/2061/2291/2691/3411/4871/911

1/97441/11361/5541/3791/2991/2571/2351/2251/2261/2381/2621/3071/3891/563

1/1104-

1/11041/5631/3891/3071/2621/2381/2261/2251/2351/2571/2991/379





X-coord.[m]

Settlement[mm]



Gradient[–]

116,81117,41118,01118,61119,21119,81120,41121,01121,61122,21122,81123,41124,02124,62125,22125,82126,42127,02127,62128,22128,82129,42130,02130,62131,22131,82132,42133,02133,62134,23134,83135,43136,03136,63137,23137,83138,43139,03

46,4647,2847,5247,1546,2044,6942,6740,2237,4334,3831,1727,9024,6421,4918,4915,7113,1710,908,917,185,724,503,492,672,021,511,120,820,590,420,300,210,150,110,080,050,040,03

-4,22-2,050,242,554,786,858,67

10,1911,3812,1912,6212,7012,4611,9511,2210,329,328,277,216,185,214,323,532,842,261,761,361,040,780,580,430,310,230,170,120,090,070,06

3,433,713,833,783,583,242,782,251,661,040,43

-0,13-0,62-1,03-1,35-1,58-1,71-1,76-1,74-1,66-1,54-1,40-1,23-1,06-0,90-0,74-0,61-0,48-0,38-0,29-0,22-0,17-0,12-0,09-0,06-0,04-0,030,00

1/5541/11361/97441/9111/4871/3411/2691/2291/2061/1921/1851/1841/1871/1951/2081/2261/2501/2821/3231/3771/4471/5381/6581/819

1/10361/13271/17251/22751/30451/41371/57131/8008

------

Damage verification No. 1 (Stage of construction 2)Type of damage: gradient damageAnalysis performed for all stages.Building description: B nr. 1

SectionBeg.x1 [m]


123

90,0097,9598,40

97,9598,4099,30

V. GR<1/150, medium damageIV. GR<1/425, little damageIII. GR<1/500, little dam. - superficial





SectionBeg.x1 [m]


45678910111213141516

99,3099,75

100,95101,25102,15102,60112,65113,55115,50116,85118,35118,95119,85

99,75100,95101,25102,15102,60112,65113,55115,50116,85118,35118,95119,85120,00

II. GR<1/800, microcracksI. GR<1/1202, no damageII. GR<1/800, microcracksIII. GR<1/500, little dam. - superficialIV. GR<1/425, little damageV. GR<1/150, medium damageIV. GR<1/425, little damageIII. GR<1/500, little dam. - superficialII. GR<1/800, microcracksI. GR<1/1202, no damageII. GR<1/800, microcracksIII. GR<1/500, little dam. - superficialIV. GR<1/425, little damage


62,

00 m

153

,66

m

B nr. 1

V. IV.III.II.I.II.III.IV. V. IV.III.II.I.II.III.IV.

11 2


I. GR<1/1202, no damage

II. GR<1/800, microcracks

III. GR<1/500, little dam. - superficial

IV. GR<1/425, little damage

V. GR<1/150, medium damage

VI. GR>1/150, large damage






No.New


Coordinatex[m]

Depthz[m]

Radiusr [m]

AreaA [m2]

123

NoNoYes

exc nr. 1exc nar. 2ecx nr. 3

100,00118,00106,00

15,0015,0022,00

3,093,093,99

30,0030,0050,00


k [–]Volume loss

VL [%]123

exc nr. 1exc nar. 2ecx nr. 3

0,500,500,50

3,003,001,50


[100,00;15,00]exc nr. 1

15,00 15,00

[118,00;15,00]exc nar. 2

15,00 15,00

[106,00;22,00]ecx nr. 3

22,00 22,00

62,

00 m

150

,00

m


LinfsmaxLmax

===

7,5047,9

30,00

mmmm


LinfsmaxLmax

===

7,5047,9

30,00

mmmm

Analysis result - ecx nr. 3Distance of point of inflexion from center pointMaximum settlementLength of settlement trough

LinfsmaxLmax

===

11,0027,2

44,00

mmmm

Overall resultsDepression computed at terrain surface.Max. settlementMax. horizontal deformationBegin of settlement trough

smaxhmaxx1

===

76,928,3

62,00

mmmmm





End of settlement troughLength of settlement trough

x2l

==

150,0088,00

mm


X-coord.[m]

Settlement[mm]



Gradient[–]

62,0062,8863,7664,6465,5266,4067,2868,1669,0469,9270,8071,6872,5673,4474,3275,2076,0876,9677,8478,7279,6080,4881,3682,2483,1284,0084,8885,7686,6487,5288,4089,2890,1691,0491,9292,8093,6894,5695,4496,3297,2098,0898,9699,84

0,040,040,050,060,060,070,090,110,130,160,200,260,340,450,580,760,991,281,652,132,733,484,415,566,958,62

10,6012,9215,6018,6422,0625,8429,9434,3238,9043,6148,3453,0057,4761,6465,4268,7271,4873,66

-0,10-0,11-0,12-0,13-0,15-0,17-0,20-0,23-0,28-0,33-0,42-0,53-0,67-0,86-1,09-1,39-1,75-2,21-2,78-3,47-4,31-5,31-6,48-7,85-9,40

-11,15-13,06-15,10-17,24-19,41-21,54-23,54-25,32-26,77-27,80-28,32-28,26-27,58-26,28-24,37-21,93-19,05-15,85-12,49

0,00-0,01-0,01-0,02-0,02-0,03-0,04-0,04-0,06-0,08-0,11-0,15-0,19-0,24-0,30-0,38-0,47-0,58-0,72-0,87-1,04-1,24-1,44-1,66-1,87-2,08-2,25-2,38-2,45-2,44-2,35-2,15-1,83-1,41-0,88-0,260,421,131,822,473,023,453,733,83

------------

1/95961/73561/56581/43681/33871/26411/20721/16361/13021/10451/8471/6941/5751/4821/4091/3521/3071/2721/2451/2231/2081/1961/1891/1861/1871/1931/2041/2211/2491/2901/3561/466





X-coord.[m]

Settlement[mm]



Gradient[–]

100,72101,60102,48103,36104,24105,12106,00106,88107,76108,64109,52110,40111,28112,16113,04113,92114,80115,68116,56117,44118,32119,20120,08120,96121,84122,72123,60124,48125,36126,24127,12128,00128,88129,76130,64131,52132,40133,28134,16135,04135,92136,80137,68138,56139,44140,32141,20142,08

75,2676,2876,7976,8576,5575,9975,2774,4973,7473,0672,5072,0771,7471,4771,1970,8370,2969,4868,3466,7864,7862,3159,3856,0452,3248,3244,1339,8235,5231,2927,2323,4119,8716,6613,8011,299,127,285,744,483,452,631,981,481,090,800,580,42

-9,12-5,89-2,95-0,421,623,134,104,594,684,494,163,843,663,764,215,096,408,13

10,2012,5114,9517,3819,6621,6623,2824,4425,0925,2124,8223,9622,7021,1219,3117,3515,3513,3611,449,658,026,575,314,233,332,591,991,511,140,85

3,753,503,112,602,011,410,830,33

-0,06-0,29-0,37-0,28-0,050,310,761,241,732,162,492,702,772,672,432,061,581,030,44

-0,15-0,71-1,20-1,61-1,93-2,14-2,25-2,27-2,22-2,10-1,94-1,75-1,54-1,33-1,12-0,93-0,76-0,61-0,48-0,37-0,29

1/6711/11451/30951/73441/20471/13771/11751/11441/12261/14241/17721/23091/29471/32321/27511/19451/13081/9011/6511/4951/3941/3261/2801/2491/2281/2151/2071/2041/2061/2131/2231/2391/2611/2901/3281/3761/4391/5211/6271/7671/952

1/11981/15291/19791/25961/34501/46411/6319





X-coord.[m]

Settlement[mm]



Gradient[–]

142,96143,84144,72145,60146,48147,36148,24149,12150,00

0,300,220,160,110,080,060,050,040,04

0,630,470,350,260,200,150,120,110,10

-0,22-0,16-0,12-0,09-0,06-0,04-0,02-0,010,00

1/8700--------


[m]Settlement



[‰]Gradient

[–]62,0062,8863,7664,6465,5266,4067,2868,1669,0469,9270,8071,6872,5673,4474,3275,2076,0876,9677,8478,7279,6080,4881,3682,2483,1284,0084,8885,7686,6487,5288,4089,2890,1691,0491,92

0,040,040,050,060,060,070,090,110,130,160,200,260,340,450,580,760,991,281,652,132,733,484,415,566,958,62

10,6012,9215,6018,6422,0625,8429,9434,3238,90

-0,10-0,11-0,12-0,13-0,15-0,17-0,20-0,23-0,28-0,33-0,42-0,53-0,67-0,86-1,09-1,39-1,75-2,21-2,78-3,47-4,31-5,31-6,48-7,85-9,40

-11,15-13,06-15,10-17,24-19,41-21,54-23,54-25,32-26,77-27,80

0,00-0,01-0,01-0,02-0,02-0,03-0,04-0,04-0,06-0,08-0,11-0,15-0,19-0,24-0,30-0,38-0,47-0,58-0,72-0,87-1,04-1,24-1,44-1,66-1,87-2,08-2,25-2,38-2,45-2,44-2,35-2,15-1,83-1,41-0,88

------------

1/95961/73561/56581/43681/33871/26411/20721/16361/13021/10451/8471/6941/5751/4821/4091/3521/3071/2721/2451/2231/2081/1961/189





X-coord.[m]

Settlement[mm]



Gradient[–]

92,8093,6894,5695,4496,3297,2098,0898,9699,84

100,72101,60102,48103,36104,24105,12106,00106,88107,76108,64109,52110,40111,28112,16113,04113,92114,80115,68116,56117,44118,32119,20120,08120,96121,84122,72123,60124,48125,36126,24127,12128,00128,88129,76130,64131,52132,40133,28134,16

43,6148,3453,0057,4761,6465,4268,7271,4873,6675,2676,2876,7976,8576,5575,9975,2774,4973,7473,0672,5072,0771,7471,4771,1970,8370,2969,4868,3466,7864,7862,3159,3856,0452,3248,3244,1339,8235,5231,2927,2323,4119,8716,6613,8011,299,127,285,74

-28,32-28,26-27,58-26,28-24,37-21,93-19,05-15,85-12,49-9,12-5,89-2,95-0,421,623,134,104,594,684,494,163,843,663,764,215,096,408,13

10,2012,5114,9517,3819,6621,6623,2824,4425,0925,2124,8223,9622,7021,1219,3117,3515,3513,3611,449,658,02

-0,260,421,131,822,473,023,453,733,833,753,503,112,602,011,410,830,33

-0,06-0,29-0,37-0,28-0,050,310,761,241,732,162,492,702,772,672,432,061,581,030,44

-0,15-0,71-1,20-1,61-1,93-2,14-2,25-2,27-2,22-2,10-1,94-1,75

1/1861/1871/1931/2041/2211/2491/2901/3561/4661/671

1/11451/30951/73441/20471/13771/11751/11441/12261/14241/17721/23091/29471/32321/27511/19451/13081/9011/6511/4951/3941/3261/2801/2491/2281/2151/2071/2041/2061/2131/2231/2391/2611/2901/3281/3761/4391/5211/627





X-coord.[m]

Settlement[mm]



Gradient[–]

135,04135,92136,80137,68138,56139,44140,32141,20142,08142,96143,84144,72145,60146,48147,36148,24149,12150,00

4,483,452,631,981,481,090,800,580,420,300,220,160,110,080,060,050,040,04

6,575,314,233,332,591,991,511,140,850,630,470,350,260,200,150,120,110,10

-1,54-1,33-1,12-0,93-0,76-0,61-0,48-0,37-0,29-0,22-0,16-0,12-0,09-0,06-0,04-0,02-0,010,00

1/7671/952

1/11981/15291/19791/25961/34501/46411/63191/8700

--------

Shape of settlement trough (Gauss) - ecx nr. 3X-coord.

[m]Settlement



[‰]Gradient

[–]62,0062,8863,7664,6465,5266,4067,2868,1669,0469,9270,8071,6872,5673,4474,3275,2076,0876,9677,8478,7279,6080,4881,3682,2483,1284,00

0,040,040,050,060,060,070,090,110,130,160,200,260,340,450,580,760,991,281,652,132,733,484,415,566,958,62

-0,10-0,11-0,12-0,13-0,15-0,17-0,20-0,23-0,28-0,33-0,42-0,53-0,67-0,86-1,09-1,39-1,75-2,21-2,78-3,47-4,31-5,31-6,48-7,85-9,40

-11,15

0,00-0,01-0,01-0,02-0,02-0,03-0,04-0,04-0,06-0,08-0,11-0,15-0,19-0,24-0,30-0,38-0,47-0,58-0,72-0,87-1,04-1,24-1,44-1,66-1,87-2,08

------------

1/95961/73561/56581/43681/33871/26411/20721/16361/13021/10451/8471/6941/5751/482





X-coord.[m]

Settlement[mm]



Gradient[–]

84,8885,7686,6487,5288,4089,2890,1691,0491,9292,8093,6894,5695,4496,3297,2098,0898,9699,84

100,72101,60102,48103,36104,24105,12106,00106,88107,76108,64109,52110,40111,28112,16113,04113,92114,80115,68116,56117,44118,32119,20120,08120,96121,84122,72123,60124,48125,36126,24

10,6012,9215,6018,6422,0625,8429,9434,3238,9043,6148,3453,0057,4761,6465,4268,7271,4873,6675,2676,2876,7976,8576,5575,9975,2774,4973,7473,0672,5072,0771,7471,4771,1970,8370,2969,4868,3466,7864,7862,3159,3856,0452,3248,3244,1339,8235,5231,29

-13,06-15,10-17,24-19,41-21,54-23,54-25,32-26,77-27,80-28,32-28,26-27,58-26,28-24,37-21,93-19,05-15,85-12,49-9,12-5,89-2,95-0,421,623,134,104,594,684,494,163,843,663,764,215,096,408,13

10,2012,5114,9517,3819,6621,6623,2824,4425,0925,2124,8223,96

-2,25-2,38-2,45-2,44-2,35-2,15-1,83-1,41-0,88-0,260,421,131,822,473,023,453,733,833,753,503,112,602,011,410,830,33

-0,06-0,29-0,37-0,28-0,050,310,761,241,732,162,492,702,772,672,432,061,581,030,44

-0,15-0,71-1,20

1/4091/3521/3071/2721/2451/2231/2081/1961/1891/1861/1871/1931/2041/2211/2491/2901/3561/4661/671

1/11451/30951/73441/20471/13771/11751/11441/12261/14241/17721/23091/29471/32321/27511/19451/13081/9011/6511/4951/3941/3261/2801/2491/2281/2151/2071/2041/2061/213





X-coord.[m]

Settlement[mm]



Gradient[–]

127,12128,00128,88129,76130,64131,52132,40133,28134,16135,04135,92136,80137,68138,56139,44140,32141,20142,08142,96143,84144,72145,60146,48147,36148,24149,12150,00

27,2323,4119,8716,6613,8011,299,127,285,744,483,452,631,981,481,090,800,580,420,300,220,160,110,080,060,050,040,04

22,7021,1219,3117,3515,3513,3611,449,658,026,575,314,233,332,591,991,511,140,850,630,470,350,260,200,150,120,110,10

-1,61-1,93-2,14-2,25-2,27-2,22-2,10-1,94-1,75-1,54-1,33-1,12-0,93-0,76-0,61-0,48-0,37-0,29-0,22-0,16-0,12-0,09-0,06-0,04-0,02-0,010,00

1/2231/2391/2611/2901/3281/3761/4391/5211/6271/7671/952

1/11981/15291/19791/25961/34501/46411/63191/8700

--------

Damage verification No. 1 (Stage of construction 3)Type of damage: tensile cracksAnalysis performed for all stages.Building description: B nr. 1

SectionBeg.x1 [m]


1234567891011121314

90,0091,0592,5592,8593,1593,75

104,70105,30105,60105,90106,95111,15116,85118,05

91,0592,5592,8593,1593,75

104,70105,30105,60105,90106,95111,15116,85118,05119,55

VI. HS>1,80, large damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracksI. compression - no damageII. HS<0,50, microcracksIII. HS<0,75, little dam. - superficialIV. HS<1,00, little damageV. HS<1,80, medium damageVI. HS>1,80, large damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficial





SectionBeg.x1 [m]


15 119,55 120,00 II. HS<0,50, microcracks Name : Damages Stage - analysis : 3 - 1

62,

00 m

153

,66

m

B nr. 1

VI.V.IV.III.II. I. II.III.IV.V. VI. V. IV.III.II.

11 21 2

3









No.New


Coordinatex[m]

Depthz[m]

Radiusr [m]

AreaA [m2]

1234

NoNoNoYes

exc nr. 1exc nar. 2ecx nr. 3ecx nr. 4

100,00118,00106,00121,00

15,0015,0022,0018,00

3,093,093,995,92

30,0030,0050,00

110,00


k [–]Volume loss

VL [%]1234

exc nr. 1exc nar. 2ecx nr. 3ecx nr. 4

0,500,500,500,50

3,003,001,502,00






[100,00;15,00]exc nr. 1

15,00 15,00

[118,00;15,00]exc nar. 2

15,00 15,00

[106,00;22,00]ecx nr. 3

22,00 22,00

[121,00;18,00]ecx nr. 4

18,00 18,00

65,

64 m

153

,66

m


LinfsmaxLmax

===

6,6047,7

26,41

mmmm


LinfsmaxLmax

===

6,6047,7

26,41

mmmm


LinfsmaxLmax

===

10,0927,5

40,36

mmmm


LinfsmaxLmax

===

8,1691,2

32,66

mmmm


smaxhmaxx1x2l

=====

158,062,9

62,00157,0095,00

mmmmmmm


LinfsmaxLmax

===

6,6047,7

26,41

mmmm






LinfsmaxLmax

===

6,6047,7

26,41

mmmm


LinfsmaxLmax

===

10,0927,5

40,36

mmmm


LinfsmaxLmax

===

8,1691,2

32,66

mmmm


smaxhmaxx1x2l

=====

148,252,6

65,64153,6688,02

mmmmmmm

Damage verification No. 1 (Stage of construction 4)Type of damage: tensile cracksAnalysis performed for all stages.Building description: B nr. 1

SectionBeg.x1 [m]


123456789101112131415

90,0091,5092,8593,3093,6094,20

103,20103,65103,95104,10104,85111,45116,85118,05119,55

91,5092,8593,3093,6094,20

103,20103,65103,95104,10104,85111,45116,85118,05119,55120,00

VI. HS>1,80, large damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracksI. compression - no damageII. HS<0,50, microcracksIII. HS<0,75, little dam. - superficialIV. HS<1,00, little damageV. HS<1,80, medium damageVI. HS>1,80, large damageV. HS<1,80, medium damageIV. HS<1,00, little damageIII. HS<0,75, little dam. - superficialII. HS<0,50, microcracks






62,

00 m

153

,66

m

B nr. 1

VI.V.IV.III.II. I. II.III.IV.V. VI. V. IV.III.II.

11 21 2

3

1 2

3

4








Damage verification No. 2 (Stage of construction 4)Type of damage: gradient damageAnalysis performed for stages: 1,2,3,4Building description: B nr. 1

SectionBeg.x1 [m]


1234567

90,00101,25102,60111,45114,00117,60118,35

101,25102,60111,45114,00117,60118,35120,00

V. GR<1/150, medium damageIV. GR<1/425, little damageV. GR<1/150, medium damageVI. GR>1/150, large damageV. GR<1/150, medium damageIV. GR<1/425, little damageV. GR<1/150, medium damage

Damage verification No. 3 (Stage of construction 4)Type of damage: relative deflectionAnalysis performed for stages: 1,2,3,4Building description: B nr. 1Max. relative deflection upwards: 0,86 mm/m in distance of: 17,85 m from building starting point.Max. relative deflection downwards: 1,37 mm/m in distance of: 10,05 m from building starting point.Hogging





SectionBeg.x1 [m]

Endx2 [m]

23

0,0013,20

4,2030,00

Sagging

SectionBeg.x1 [m]

Endx2 [m]

23

3,3022,50

16,9530,00

Damage verification No. 4 (Stage of construction 4)Type of damage: relative deflectionAnalysis performed for stages: 1,2,3,4Building description: B nr. 1Max. relative deflection upwards: 0,86 mm/m in distance of: 17,85 m from building starting point.Max. relative deflection downwards: 1,37 mm/m in distance of: 10,05 m from building starting point.Hogging

SectionBeg.x1 [m]

Endx2 [m]

23

0,0013,20

4,2030,00

Sagging

SectionBeg.x1 [m]

Endx2 [m]

23

3,3022,50

16,9530,00

Documents

Analysisofgroundloss Inputdata - Fine · SoilBoringCo. London,ColsonRd125/5 UnitedKingdom Project:ShoppingcenterBlackRose Geotechnicsandfoundation-projectreports Designer:Ing.JohnWilliams