Analytical Analysis and Field Test Investigation of Consolidation for CCSG Pile Composite Foundation in Soft Clay

Table 1

Parameters used for calculation (𝐼).

Figure no.	𝑛	𝑎	𝑠	𝐻/𝑑𝑤	𝑋	𝑌	𝑘𝑠/𝑘ℎ	𝑘ℎ/𝑘𝑣	𝑘ℎ/𝑘𝑣𝑤	𝑘ℎ𝑤/𝑘𝑣𝑤
4	—	0.2	1.5	20	1000	10	0.6	2	0.001	1
5	4	0.2	1.5	—	1000	10	0.6	2	0.001	1
6	4	0.2	1.5	20	1000	10	0.2	2	0.001	1
7	4	—	1.5	20	—	—	0.6	2	0.001	1
8	4	0.2	1.5	20	—	—	0.2	2	0.001	1
9	4	0.2	1.5	20	1000	10	0.2	2	—	1
10	4	0.2	1.5	20	1000	10	—	2	0.001	1
11	4	0.2	1.5	20	1000	10	—	2	0.001	1