Research Article

Study on Model and Tests of Sheet Pile Wall with a Relieving Platform

Table 7

Combination of tests.

Grouping numberH (m)B (m)H (m)B/Hh/HLoad at wall top q (kPa)

11.7001.700ā€”0
21.700.40.60.240.350
31.700.40.90.240.530
41.700.41.20.240.700
51.700.50.60.300.350
61.700.50.90.300.530
71.700.51.20.300.700
81.700.60.60.350.350
91.700.60.90.350.530
101.700.61.20.350.700
111.700.80.60.470.350
121.700.80.90.470.530
131.700.81.20.470.700
141.701.00.60.590.350
151.701.00.90.590.530
161.701.01.20.590.700
171.701.20.60.700.350
181.701.20.90.700.530
191.701.21.20.700.700
201.700.40.60.240.3510,20,30,40,50
211.700.40.90.240.5310,20,30,40,50
221.700.41.20.240.7010,20,30,40,50
231.700.60.60.350.3510,20,30,40,50
241.700.60.90.350.5310,20,30,40,50
251.700.61.20.350.7010,20,30,40,50
261.701.00.60.590.3510,20,30,40,50
271.701.00.90.590.5310,20,30,40,50
281.701.01.20.590.7010,20,30,40,50

Notes: the meanings of B and h in the table are shown in Figure 15.