Simplified Calculation of Lateral Displacement of a Cement-Soil Gravity Retaining Wall

Table 2

Comparison of measured values and theoretically calculated values of each engineering case.

No.	Project name	Wall length/m	Wall width/m	Excavation depth/m	Lateral displacement of wall top/mm		Error/%
					Calculating results	Measured data
1	Foundation pit in Hou et al. (2014) [11]	13.5	4.7	5.65	82.3	71	15.9
2	Kangji building in Chen et al. (1997) [12]	12.0	4.2	5.95	40.6	35	16.0
3	Water company in Ding et al. (2005) [13]	15.3	3.7	6.3	33.1	24	9.1
4	Foundation pit in Gong (2008) [10]	9.2	3.2	4.8	29.4	26	13.1
5	Port authority building in Li et al. (1998) [14]	9.0	3.2	5	35.7	40	10.75
6	Foundation pit in Xiong (2003) [15]	13.3	5.3	6.2	96.2	82	17.3