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AS 500 Cell geometries

The geometry of the structure is quite complex to determine. Below is an extract of the catalogue of basic geometries for the standard angle of 35° for AS 500 junction piles used for circular cells.

Please refer to our brochure “AS 500^® Straight web steel sheet pile – design & execution manual” for further details.

Do not hesitate to contact us for optimizing the layout: if the dimensions of the a straight wall built with circular cells are a little bit flexible, then you might need only two different junction piles, which simplifies the task of the workers at the job-site.

Circular Cells | Geometry

Diaphragm Cells | Geometry

Last modified: February 5, 2020

Metric units

Imperial units

AS 500 circular cells

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Nb. of piles per						Geometrical values						Interlock deviation		Design values
Cell				Arc	System							Cell	Arc	2 Arcs
Total	L	M	S	N		d = 2·r_m	r_a	x	d_y	α	β	δ_m	δ_a	w_e	R_a
pcs.	pcs.	pcs.	pcs.	pcs.	pcs.	m	m	m	m	°	°	°	°	m

100	33	15	1	25	150	16.01	4.47	22.92	0.16	28.80	167.60	3.60	6.45	13.69	3.34
104	35	15	1	27	158	16.65	4.88	24.42	0.20	27.69	165.38	3.46	5.91	14.14	3.30
108	37	15	1	27	162	17.29	4.94	25.23	0.54	26.67	163.33	3.33	5.83	14.41	3.27
112	37	17	1	27	166	17.93	4.81	25.25	0.33	28.93	167.86	3.21	6.00	15.25	3.35
116	37	19	1	27	170	18.57	4.69	25.27	0.13	31.03	172.07	3.10	6.15	16.08	3.42
120	39	19	1	29	178	19.21	5.08	26.77	0.16	30.00	170.00	3.00	5.67	16.54	3.38
124	41	19	1	29	182	19.85	5.14	27.59	0.50	29.03	168.06	2.90	5.60	16.82	3.35
128	43	19	1	31	190	20.49	5.55	29.09	0.53	28.13	166.25	2.81	5.20	17.27	3.32
132	43	21	1	31	194	21.13	5.42	29.11	0.33	30.00	170.00	2.73	5.31	18.10	3.39
136	45	21	1	33	202	21.77	5.82	30.61	0.36	29.12	168.24	2.65	4.95	18.56	3.35
140	45	23	1	33	206	22.42	5.71	30.62	0.17	30.86	171.71	2.57	5.05	19.39	3.42
144	47	23	1	33	210	23.06	5.76	31.45	0.50	30.00	170.00	2.50	5.00	19.67	3.39
148	47	25	1	35	218	23.70	5.99	32.13	-	31.62	173.24	2.43	4.81	20.67	3.44
152	49	25	1	35	222	24.31	6.05	32.97	0.34	30.79	171.58	2.37	4.77	20.95	3.42


Nb. of piles per						Geometrical values						Interlock deviation		Design values
Cell				Arc	System							Cell	Arc	2 Arcs
Total	L	M	S	N		d = 2·r_m	r_a	x	d_y	α	β	δ_m	δ_a	w_e	R_a
pcs.	pcs.	pcs.	pcs.	pcs.	pcs.	ft	ft	ft	ft	°	°	°	°	ft

100	33	15	1	25	150	52.53	14.67	75.20	0.52	28.80	167.60	3.60	6.45	44.91	3.34
104	35	15	1	27	158	54.63	16.01	80.12	0.66	27.69	165.38	3.46	5.91	46.40	3.30
108	37	15	1	27	162	56.73	16.21	82.78	1.77	26.67	163.33	3.33	5.83	47.29	3.27
112	37	17	1	27	166	58.83	15.78	82.84	1.08	28.93	167.86	3.21	6.00	50.05	3.35
116	37	19	1	27	170	60.93	15.39	82.91	0.43	31.03	172.07	3.10	6.15	52.75	3.42
120	39	19	1	29	178	63.03	16.67	87.83	0.52	30.00	170.00	3.00	5.67	54.26	3.38
124	41	19	1	29	182	65.12	16.86	90.52	1.64	29.03	168.06	2.90	5.60	55.18	3.35
128	43	19	1	31	190	67.22	18.21	95.44	1.74	28.13	166.25	2.81	5.20	56.67	3.32
132	43	21	1	31	194	69.32	17.78	95.51	1.08	30.00	170.00	2.73	5.31	59.39	3.39
136	45	21	1	33	202	71.42	19.09	100.43	1.18	29.12	168.24	2.65	4.95	60.89	3.35
140	45	23	1	33	206	73.56	18.73	100.46	0.56	30.86	171.71	2.57	5.05	63.61	3.42
144	47	23	1	33	210	75.66	18.90	103.18	1.64	30.00	170.00	2.50	5.00	64.53	3.39
148	47	25	1	35	218	77.76	19.65	105.41	-	31.62	173.24	2.43	4.81	67.82	3.44
152	49	25	1	35	222	79.86	19.85	108.17	1.12	30.79	171.58	2.37	4.77	68.72	3.42

AS 500 diaphragm cells

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Geometry diaphragm wall		Geometry arc (Standard solution)
N	dl	M	x = r	d_y	c	δ_a
pcs.	m	pcs.	m	m	m	°

11	5.83	11	5.57	0.75	0.51	5.17
13	6.84	13	6.53	0.87	0.59	4.41
15	7.85	15	7.49	1.00	0.68	3.85
17	8.85	17	8.45	1.13	0.77	3.41
19	9.86	19	9.41	1.26	0.86	3.06
21	10.86	21	10.37	1.39	0.94	2.78
23	11.87	23	11.33	1.52	1.03	2.54
25	12.88	25	12.29	1.65	1.12	2.34
27	13.88	27	13.26	1.78	1.20	2.17
29	14.89	29	14.22	1.90	1.29	2.03
31	15.89	31	15.18	2.03	1.38	1.90
33	16.90	33	16.14	2.16	1.46	1.79
35	17.91	35	17.10	2.29	1.55	1.69
37	18.91	37	18.06	2.42	1.64	1.60
39	19.92	39	19.02	2.55	1.73	1.52
41	20.92	41	19.98	2.68	1.81	1.44
43	21.93	43	20.94	2.81	1.90	1.38
45	22.94	-	-	-	-	-
47	23.94	-	-	-	-	-
49	24.95	-	-	-	-	-
51	25.95	-	-	-	-	-
53	26.96	-	-	-	-	-
55	27.97	-	-	-	-	-
57	28.97	-	-	-	-	-
59	29.98	-	-	-	-	-

LEGEND Circular
d	Diameter of the main cell
r_m	Radius of the main cell
r_a	Radius of the arc cell
x	System length
d_y	Offset between teh connecting arc and the tangent plane of the main cell
w_e	Equivalent width of the cell
R_a	Efficiency ratio of the cell
LEGEND Diaphragm
N	Number of piles
dl	Wall length
M	Number of piles
x	System length
r	Radius of arc
d_y	Arc height
c	Equivalent arc height
δ_a	Interlock deviation

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Geometry diaphragm wall		Geometry arc (Standard solution)
N	dl	M	x = r	d_y	c	δ_a
pcs.	ft	pcs.	ft	ft	ft	°

11	19.13	11	18.27	2.46	1.66	5.17
13	22.44	13	21.42	2.85	1.94	4.41
15	25.75	15	24.57	3.28	2.23	3.85
17	29.04	17	27.72	3.71	2.53	4.41
19	32.35	19	30.87	4.13	2.82	3.06
21	35.63	21	34.02	4.56	3.08	2.78
23	38.94	23	37.17	4.99	3.36	2.54
25	42.26	25	40.32	5.41	3.66	2.34
27	45.54	27	43.50	5.84	3.94	2.17
29	48.85	29	46.65	6.23	4.23	2.03
31	52.13	31	49.80	6.66	4.51	1.90
33	55.45	33	52.95	7.09	4.79	1.79
35	58.76	35	56.10	7.51	5.09	1.69
37	62.04	37	59.25	7.94	5.38	1.60
39	65.35	39	62.40	8.37	5.68	1.52
41	68.64	41	65.55	8.79	5.94	1.44
43	71.95	43	68.70	9.22	6.23	1.38
45	75.26	-	-	-	-	-
47	78.54	-	-	-	-	-
49	81.86	-	-	-	-	-
51	85.14	-	-	-	-	-
53	88.45	-	-	-	-	-
55	91.77	-	-	-	-	-
57	95.05	-	-	-	-	-
59	98.36	-	-	-	-	-

AS 500 Cell geometries

AS 500 circular cells –

AS 500 diaphragm cells +

AS 500 circular cells

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AS 500 diaphragm cells

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