Deformation Law of the Diaphragm Wall during Deep Foundation Pit Construction on Lake and Sea Soft Soil in the Yangtze River Delta

Table 3

Comparison of wall lateral deformation with other areas.

Numbering	Location	Ground condition	Support form	Uhmax (H) (%)
OU [9]	Taipei	Silty sand and silty clay	Diaphragm wall and sheet piles	0.2–0.5
Masuda [7]	Tokyo	Sand and clay	Diaphragm wall	0.05–0.5
Wong [6]	Singapore	Stiff clay	Contiguous bored pile and diaphragm wall	0.03–0.2
Long [3]	Dublin-Jervis	Glacial till	Soldier piles and sheet piles	0.07–0.2
Leung [8]	Hong Kong	Successive layers of fill, marine deposit, and decomposed geomaterials	Diaphragm wall	0.09–0.29
Zhang [38]	Jinan	Jinan soft clay	Concrete piles, jet grouting columns, and anchors	0.02–0.19
Elbaz [16]	Guangzhou	Sand covered karst	Diaphragm wall	0.08–0.3