28-1 Design of Anchored Sheet Pile Wall in Granular Soil-2 23052014

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Visitwww.abqconsultants.comThis program Designs andOptimises Anchored Sheet PileWall in Granular SoilWritten and programmed by:-A B Quadriwww.abqconsultants.comabquadri@yahoo.comabquadri@gmail.com99590102109959010211

Transcript of 28-1 Design of Anchored Sheet Pile Wall in Granular Soil-2 23052014

Sheet :

Cont'd :

Ultimate Resistance of each Anchor Plate.

Data :

Fig 1Fig 1Fig 1Fig 1

= H t γ'concrete = * *

=

Fig 2Fig 2Fig 2Fig 2

= + * * * *

* *

=

From fig 6 for Ø' = deg and Kp Sinδ' =

read the value of Kp cosδ' =

Prepared by : Date :

Job No. :

Verified by : CALCULATION SHEET Revision Notes :

Project :

Subject :

CALCULATION

B 500 mm Material of Anchor plate

h 500 mm Concrete

Ø' 35 deg γ'concrete 23.5 Kn/m3

S' 1500 mm Thickness of anchor plate

H 1200 mm 150 mm

W 1.200 0.15 23.5

4.230 Kn/m

γ' 16.51 Kn/m3

Ka 0.271

0.5 16.51 1.44

0.511 Kn/m

4.230 0.5 16.51 1.44 0.271 0.5736

35 0.511

4.5

Visit

www.abqconsultants.com

This program Designs and

Optimises Anchored Sheet Pile

Wall in Granular Soil

Written and programmed by

:-

A B Quadri

www.abqconsultants.com

abquadri@yahoo.com

abquadri@gmail.com

9959010210

9959010211

Fig 3Fig 3Fig 3Fig 3

= * * * ( - * )

=

In order to calculate P'us = Ultimate resistance for strip case

Fig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical AnchorFig 5 : Strip Case Vertical Anchor

Fig 4Fig 4Fig 4Fig 4

+

= + * = * = KN/m

Sheet :

Cont'd :

0.5 16.51 1.44 4.5 0.271 0.81915

14 1.20 50.854 0.915 50.854 46.512

50.854 Kn/m

.: Cov = 14 Loose Sand

[14 1.00

]P'us

0.50

Prep By : A B Quadri- Abq Consultants - 9959010210 - em-abquadri@yahoo.com-12-2-826/2 Royal Residency, Besides Amba talkies, Mehdipatnam , Hyderabad-India.-www.abqconsultants.com

Prepared by : Date :

Job No. :

Visit

www.abqconsultants.com

This program Designs and

Optimises Anchored Sheet Pile

Wall in Granular Soil

Written and programmed by

:-

A B Quadri

www.abqconsultants.com

abquadri@yahoo.com

abquadri@gmail.com

9959010210

9959010211

-

+

= ( + ) * +

=

Fig 6Fig 6Fig 6Fig 6

Verified by : CALCULATION SHEET Revision Notes :

Project :

Subject :

1.70

0.5882 and Loose Sand

fig 3 read the value of 0.229

CALCULATION

1.50 0.50=

1.00= 0.5882

1.20 0.50

46.512 * 0.8893 = 41.364 KN

Be 1.20 0.50 0.229 0.50

0.8893

Fig 6Fig 6Fig 6Fig 6

Prep By : A B Quadri- Abq Consultants - 9959010210 - em-abquadri@yahoo.com-12-2-826/2 Royal Residency, Besides Amba talkies, Mehdipatnam , Hyderabad-India.-www.abqconsultants.com