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Bearing Capacity
afasfDescripción completa
carrying capacity-
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suction pile
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Date Printed:11/3/2014 Printed:11/3/2014
Page 1
Company: J A C E L t d .
Design Input
DESIGN OF PIL ES BASED ON LOAD CAPACITY
Tel: 07890 278110
Address: Turners Yard, School Street, Street, Farsley LEEDS, West Yorks, UK Project: Cl Client:
LS28 5EX
Ma Made by
J.J.MAC Element:
Pa Page No 1
Date
December 12, 2004
Checked
Revision A
Job No
Value 700
1. Pil Pil e
Pile type Boared Shaft Dia. or width 450 mm Base Dia. or width 450 mm Shape Round Design Load 635 kN 2. Des Design Cr iteri a gf
(Bearing) gf (Shaft) gf (Overall)
2.50 2.50 2.50
600
Load Vs Embedded Length
500
) N k ( d a o L
400
Ulimate Base Load Ultimate Shaft Load
300
3. Soil
Allowable Total Load
Bulk unit weight Depth to water table Starting depth of: Depth increments of: Total Length of Pile:
200
18 kN/m³ 3.00 m 0.80 m 0.50 m 7.30 m
Design Load 100
0 0
1
2
3
4
5
6
7
Depth (m)
4. Computation Computation T able
Type L=Loose
Critical Friction Depth Coefficient (m) F Undrained Embedmen Adhesion Coefficient Shear t Ratio i v e e s i v C o h Strength (ZL) Non-Cohesive L, L , M, D (m) Su (kN/m²) Cohesive ZL Cohesive 10 0.00 1.00 Cohesive 10 1.11 1.00 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Cohesive 40 7.78 1.00 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30 Non-Cohesive l 2.70 0.30
This program considers the following cases: 1. Uniform pile type (bored or driven), 2. One type of soil (cohesive or cohesionless), but properties may vary with depth. It computes the variation of pile capacity with length and size.