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TWO CYCLE METHOD OF STATIC PILE LOAD TEST
PROJECT: HILTON HOTEL – JIZAN
KINGDOM OF SAUDI ARABIA
25 AUGUST TO 26 AUGUST 2014
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DESIGN LOAD
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60
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TONS
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|||||
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TEST LOAD
|
90
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TONS
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|||||
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DIAMETER
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600
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mm
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|||||
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LENGTH
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23
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meter
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|||||
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PILE NUMBER
|
19
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||||||
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METHOD USED
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ASTM
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D 1143
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TIME
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LOAD
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DIAL GAUGES READING (1 DIV = .01 mm)
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ACTUAL
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MINUTES
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TON (% OF LOAD)
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BAR
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D1
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D2
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D3
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|
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I.L
|
0.00
|
0.00
|
0.00
|
||||
|
5:10
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1
|
15.00
|
15.00
|
24.0
|
41.0
|
35.0
|
|
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5:20
|
10
|
25%
|
25.0
|
44.0
|
39.0
|
||
|
5:30
|
20
|
26.0
|
45.0
|
39.0
|
|||
|
5:40
|
30
|
25.0
|
45.0
|
39.0
|
|||
|
6:10
|
60
|
24.0
|
43.0
|
38.0
|
|||
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6:10
|
1
|
30.00
|
30.02
|
34.0
|
58.0
|
51.0
|
|
|
6:20
|
10
|
50%
|
34.0
|
60.0
|
52.0
|
||
|
6:30
|
20
|
34.0
|
60.0
|
53.0
|
|||
|
6:40
|
30
|
34.0
|
61.0
|
52.0
|
|||
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7:10
|
60
|
35.0
|
62.0
|
53.0
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|||
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7:10
|
1
|
45.00
|
45.05
|
44.0
|
76.0
|
65.0
|
|
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7:20
|
10
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75%
|
46.0
|
78.0
|
66.0
|
||
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7:30
|
20
|
47.0
|
80.0
|
68.0
|
|||
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7:40
|
30
|
48.0
|
81.0
|
69.0
|
|||
|
8:10
|
60
|
49.0
|
83.0
|
71.0
|
|||
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8:10
|
1
|
60.00
|
61.95
|
78.0
|
126.0
|
110.0
|
|
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8:20
|
10
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100%
|
81.0
|
130.0
|
113.0
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||
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8:30
|
20
|
83.0
|
133.0
|
116.0
|
|||
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8:40
|
30
|
85.0
|
135.0
|
118.0
|
|||
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9:10
|
60
|
86.0
|
136.0
|
119.0
|
|||
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10:10
|
120
|
86.0
|
137.0
|
121.0
|
|||
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11:10
|
180
|
89.0
|
142.0
|
124.0
|
|||
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12:10
|
240
|
90.0
|
143.0
|
125.0
|
|||
|
1:10
|
300
|
90.0
|
143.0
|
125.0
|
|||
|
2:10
|
360
|
90.0
|
143.0
|
125.0
|
|||
|
2:10
|
1
|
30.00
|
30.02
|
70.0
|
123.0
|
107.0
|
|
|
2:20
|
10
|
50%
|
70.0
|
123.0
|
107.0
|
||
|
2:30
|
20
|
69.0
|
123.0
|
107.0
|
|||
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2:30
|
1
|
0.00
|
0.00
|
42.0
|
87.0
|
78.0
|
|
|
2:40
|
10
|
I.L
|
42.0
|
87.0
|
77.0
|
||
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2:50
|
20
|
42.0
|
87.0
|
77.0
|
|||
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3:00
|
30
|
42.0
|
87.0
|
77.0
|
|||
|
3:30
|
60
|
42.0
|
86.0
|
77.0
|
|||
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3:30
|
1
|
30.00
|
30.02
|
51.0
|
99.0
|
87.0
|
|
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3:40
|
10
|
50%
|
52.0
|
99.0
|
87.0
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||
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3:50
|
20
|
51.0
|
99.0
|
87.0
|
|||
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3:50
|
1
|
60.00
|
61.95
|
89.0
|
143.0
|
125.0
|
|
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4:00
|
10
|
100%
|
90.0
|
144.0
|
125.0
|
||
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4:10
|
20
|
91.0
|
145.0
|
126.0
|
|||
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4:10
|
1
|
75.00
|
80
|
111.0
|
171.0
|
150.0
|
|
|
4:20
|
10
|
125%
|
112.0
|
173.0
|
153.0
|
||
|
4:30
|
20
|
114.0
|
175.0
|
154.0
|
|||
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4:40
|
30
|
114.0
|
176.0
|
155.0
|
|||
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5:10
|
60
|
116.0
|
179.0
|
157.0
|
|||
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5:10
|
1
|
90.00
|
97.95
|
145.0
|
225.0
|
200.0
|
|
|
5:20
|
10
|
150%
|
150.0
|
230.0
|
206.0
|
||
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5:30
|
20
|
152.0
|
235.0
|
209.0
|
|||
|
5:40
|
30
|
154.0
|
237.0
|
212.0
|
|||
|
6:10
|
60
|
157.0
|
241.0
|
216.0
|
|||
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7:10
|
120
|
166.0
|
251.0
|
225.0
|
|||
|
8:10
|
180
|
180.0
|
263.0
|
235.0
|
|||
|
9:10
|
240
|
172.0
|
260.0
|
234.0
|
|||
|
10:10
|
300
|
173.0
|
260.0
|
234.0
|
|||
|
11:10
|
360
|
174.0
|
262.0
|
236.0
|
|||
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12:10
|
420
|
176.0
|
263.0
|
238.0
|
|||
|
1:10
|
480
|
178.0
|
266.0
|
240.0
|
|||
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2:10
|
540
|
182.0
|
270.0
|
244.0
|
|||
|
3:10
|
600
|
184.0
|
271.0
|
246.0
|
|||
|
4:10
|
660
|
177.0
|
265.0
|
239.0
|
|||
|
5:10
|
720
|
169.0
|
258.0
|
233.0
|
|||
|
5:10
|
1
|
60.00
|
61.95
|
146.0
|
235.0
|
212.0
|
|
|
5:20
|
10
|
100%
|
146.0
|
235.0
|
212.0
|
||
|
5:30
|
20
|
147.0
|
236.0
|
212.0
|
|||
|
5:30
|
1
|
30.00
|
30.02
|
112.0
|
194.0
|
176.0
|
|
|
5:40
|
10
|
50%
|
111.0
|
193.0
|
175.0
|
||
|
5:50
|
20
|
110.0
|
191.0
|
173.0
|
|||
|
5:50
|
1
|
0.00
|
0.00
|
79.0
|
153.0
|
142.0
|
|
|
6:00
|
10
|
I.L
|
77.0
|
152.0
|
140.0
|
||
|
6:10
|
20
|
75.0
|
149.0
|
138.0
|
|||
|
6:20
|
30
|
74.0
|
148.0
|
136.0
|
|||
|
6:50
|
60
|
72.0
|
147.0
|
136.0
|
|||
|
7:50
|
120
|
72.0
|
147.0
|
135.0
|
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Saturday, November 29, 2014
STATIC PILE LOAD TEST (TWO CYCLE METHOD)
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Nice article
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