BH 1 Upload

Project :
Client :
Location :
Subject :
Bore Hole No:- BH-1
Pile size
Base Area , Ab
Perimater
Recommended Structural Capacity
Qsu = As.Nave / 5 ( for sand(1) )
=
=
=
=
400
0.16
1600
170
mm
m2
mm
tonnes
Fall1 = Qsu / 2.5 + Qbu / 2.5

Fall2 = Qsu / 2 + Qbu / 2 - Qnsf
Qsu = As.Nave / 6 ( for silt / clay(2) )

Qbu = Ab.40*Nb
Qbu = Ab.30*Nb
( for sand(1) )
(max=1076ton/m2 or 10.7 MPa,
172.16 tonnes)
( for silt / clay(2) )
172.16 tonnes)
Depth
(m)
0
1.5
3
4.5
6
7.5
9
10.5
12
13.5
15
16.5
18
19.5
21
22.5
24
25.5
27
Thick
(m)
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
SPT
N Value
0
16
18
11
15
16
20
19
22
21
24
17
20
18
21
21
23
25
31
Nave
0
8
17
14.5
13
15.5
18
19.5
20.5
21.5
22.5
20.5
18.5
19
19.5
21
22
24
28
Type of
soil
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shaft area
As (m2)
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
Qsu
Qsu (cum)
Qbu
Qnsf
(tonnes)
(tonnes)
(tonnes)
(tonnes)
0.00
3.84
6.80
5.80
5.20
6.20
7.20
7.80
8.20
8.60
9.00
8.20
7.40
7.60
7.80
8.40
8.80
9.60
11.20
0.00
3.84
10.64
16.44
21.64
27.84
35.04
42.84
51.04
59.64
68.64
76.84
84.24
91.84
99.64
108.04
116.84
126.44
137.64
0.00
72.53
72.00
70.40
67.20
81.60
88.00
97.60
99.20
107.20
99.20
97.60
88.00
94.40
96.00
104.00
110.40
126.40
142.40
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
0.875
Fall1
Fall2
(tonnes)
(tonnes)
0.00
30.55
33.06
34.74
35.54
43.78
49.22
56.18
60.10
66.74
67.14
69.78
68.90
74.50
78.26
84.82
90.90
101.14
112.02
0.00
37.31
40.45
42.55
43.55
53.85
60.65
69.35
74.25
82.55
83.05
86.35
85.25
92.25
96.95
105.15
112.75
125.55
139.15
28.5
30
31.5
33
34.5
36
37.5
39
40.5
42
43.5
45
46.5
48
49.5
51
52.5
54
55.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
33
35
26
30
32
36
38
50
50
50
50
50
50
50
50
50
50
50
50
32
34
30.5
28
31
34
37
44
50
50
25
50
50
50
50
50
50
50
50
2
2
2
2
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
12.80
13.60
12.20
11.20
12.40
13.60
14.80
17.60
20.00
20.00
10.00
20.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
150.44
164.04
176.24
187.44
199.84
213.44
228.24
245.84
265.84
285.84
295.84
315.84
339.84
363.84
387.84
411.84
435.84
459.84
483.84
158.40
150.40
145.60
140.80
156.80
169.60
172.16
172.16
172.16
160.00
160.00
172.16
172.16
172.16
172.16
172.16
172.16
172.16
172.16
1.875
2.875
3.875
4.875
5.875
6.875
7.875
8.875
9.875
10.875
28.875
29.875
30.875
31.875
32.875
33.875
34.875
35.875
36.875
123.54
125.78
128.74
131.30
142.66
153.22
160.16
167.20
175.20
178.34
182.34
195.20
204.80
214.40
224.00
233.60
243.20
252.80
262.40
152.55
154.35
157.05
159.25
172.45
184.65
192.33
200.13
209.13
212.05
199.05
214.13
225.13
236.13
247.13
258.13
269.13
280.13
291.13
y
depth
0
-1.5
-3
-4.5
-6
-7.5
-9
-10.5
-12
-13.5
-15
-16.5
-18
-19.5
-21
-22.5
-24
-25.5
-27
Pile Depth vs Pile Capacity
50
100
0
-5
Pile Depth (m)
x
capacity
0.00
30.55
33.06
34.74
35.54
43.78
49.22
56.18
60.10
66.74
67.14
69.78
68.90
74.50
78.26
84.82
90.90
101.14
112.02
-10
-15
-20
-25
-30
-35
-40
Allowable Pile Capacity (tonnes)

BH-3 150MM RC PILE
150
123.54
125.78
128.74
131.30
142.66
153.22
160.16
167.20
175.20
178.34
182.34
195.20
204.80
214.40
224.00
233.60
243.20
252.80
262.40
-28.5
-30
-31.5
-33
-34.5
-36
-37.5
-39
-40.5
-42
-69
-70.5
-72
-73.5
-75
-76.5
-78
-79.5
-81
84% of recommended structural working load
Project :
Client :
Location :
Subject :
Bore Hole No:- BH-1
Pile size
Base Area , Ab
Perimater
Recommended Structural Capacity
Qsu = As.Nave / 5 ( for sand(1) )
=
=
=
=
450
0.2025
1800
200
mm
m2
mm
tonnes
Fall1 = Qsu / 2.5 + Qbu / 2.5

Fall2 = Qsu / 2 + Qbu / 2 - Qnsf
Qsu = As.Nave / 6 ( for silt / clay(2) )

Qbu = Ab.40*Nb
( for sand(1) )
217.89 tonnes)
Qbu = Ab.30*Nb
( for silt / clay(2) )
217.89 tonnes)
Depth
(m)
0
1.5
3
4.5
6
7.5
9
10.5
12
13.5
15
16.5
18
19.5
21
22.5
24
25.5
27
Thick
(m)
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
SPT
N Value
0
16
18
11
15
16
20
19
22
21
24
17
20
18
21
21
23
25
31
Nave
0
8
17
14.5
13
15.5
18
19.5
20.5
21.5
22.5
20.5
18.5
19
19.5
21
22
24
28
Type of
soil
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shaft area
As (m2)
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
Qsu
Qsu (cum)
Qbu
Qnsf
(tonnes)
(tonnes)
(tonnes)
(tonnes)
0.00
4.32
7.65
6.53
5.85
6.98
8.10
8.78
9.23
9.68
10.13
9.23
8.33
8.55
8.78
9.45
9.90
10.80
12.60
0.00
4.32
11.97
18.50
24.35
31.32
39.42
48.20
57.42
67.10
77.22
86.45
94.77
103.32
112.10
121.55
131.45
142.25
154.85
0.00
91.80
91.13
89.10
85.05
103.28
111.38
123.53
125.55
135.68
125.55
123.53
111.38
119.48
121.50
131.63
139.73
159.98
180.23
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
1.166
2.166
Fall1
Fall2
(tonnes)
(tonnes)
0.00
38.45
41.24
43.04
43.76
53.84
60.32
68.69
73.19
81.11
81.11
83.99
82.46
89.12
93.44
101.27
108.47
120.89
134.03
0.00
46.89
50.38
52.63
53.53
66.13
74.23
84.69
90.32
100.22
100.22
103.82
101.91
110.23
115.63
125.42
134.42
149.94
165.37
28.5
30
31.5
33
34.5
36
37.5
39
40.5
42
43.5
45
46.5
48
49.5
51
52.5
54
55.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
33
35
26
30
32
36
38
50
50
50
50
50
50
50
50
50
50
50
50
32
34
30.5
28
31
34
37
44
50
50
25
50
50
50
50
50
50
50
50
2
2
2
2
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
14.40
15.30
13.73
12.60
13.95
15.30
16.65
19.80
22.50
22.50
11.25
22.50
27.00
27.00
27.00
27.00
27.00
27.00
27.00
169.25
184.55
198.27
210.87
224.82
240.12
256.77
276.57
299.07
321.57
344.07
366.57
393.57
420.57
447.57
474.57
501.57
528.57
555.57
200.48
190.35
184.28
178.20
198.45
214.65
217.89
217.89
217.89
202.50
202.50
217.89
217.89
217.89
217.89
217.89
217.89
217.89
217.89
3.166
4.166
5.166
6.166
7.166
8.166
9.166
10.166
11.166
12.166
30.166
31.166
32.166
33.166
34.166
35.166
36.166
37.166
38.166
147.89
149.96
153.02
155.63
169.31
181.91
189.86
197.78
206.78
209.63
218.63
233.78
244.58
255.38
266.18
276.98
287.78
298.58
309.38
181.69
183.28
186.11
188.37
204.47
219.22
228.16
237.06
247.31
249.87
243.12
261.06
273.56
286.06
298.56
311.06
323.56
336.06
348.56
y
depth
0
-1.5
-3
-4.5
-6
-7.5
-9
-10.5
-12
-13.5
-15
-16.5
-18
-19.5
-21
-22.5
-24
-25.5
-27
Pile Depth vs Pile Capacity
50
100
150
0
-5
Pile Depth (m)
x
capacity
0.00
38.45
41.24
43.04
43.76
53.84
60.32
68.69
73.19
81.11
81.11
83.99
82.46
89.12
93.44
101.27
108.47
120.89
134.03
-10
-15
-20
-25
-30
-35
-40
Allowable Pile Capacity (tonnes)

BH-3 200MM RC PILE
200
147.89
149.96
153.02
155.63
169.31
181.91
189.86
197.78
206.78
209.63
218.63
233.78
244.58
255.38
266.18
276.98
287.78
298.58
309.38
-28.5
-30
-31.5
-33
-34.5
-36
-37.5
-39
-40.5
-42
-69
-70.5
-72
-73.5
-75
-76.5
-78
-79.5
-81

BH 1 Upload

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What is the pile design methodology described in the document?

What is the pile design methodology described in the document?

What parameters are considered in calculating the pile capacity?

What parameters are considered in calculating the pile capacity?

Project :

Fall1 = Qsu / 2.5 + Qbu / 2.5

Qsu = As.Nave / 6 ( for silt / clay(2) )

(max=1076ton/m2 or 10.7 MPa,

( for silt / clay(2) )

(max=1076ton/m2 or 10.7 MPa,

Pile Depth vs Pile Capacity

Pile Depth (m)

Allowable Pile Capacity (tonnes)

84% of recommended structural working load

90% of recommended structural working load

Fall1 = Qsu / 2.5 + Qbu / 2.5

Qsu = As.Nave / 6 ( for silt / clay(2) )

(max=1076ton/m2 or 10.7 MPa,

( for silt / clay(2) )

(max=1076ton/m2 or 10.7 MPa,

Pile Depth vs Pile Capacity

Pile Depth (m)

Allowable Pile Capacity (tonnes)

83% of recommended structural working load

90% of recommended structural working load

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