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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

Dernière modification : novembre 11, 2024

Unités métriques

Unités impériales

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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