The Effects of Multipropped Deep Excavation-Induced Ground Movements on Adjacent High-Rise Building Founded on Piled Raft in Sand

Table 1

Summary of numerical simulations [30].

Section type	Column I	Column II	Column III	Column IV	Column V	Column VI	Slab
Dimension (m)	0.75 × 0.75	0.70 × 0.70	0.65 × 0.65	0.6 × 0.6	0.55 × 0.55	0.50 × 0.50	13.5 × 13.5 × 0.25
Distribution level	1–3	4–7	8–11	12–15	16–18	19–20	All levels
Cross-sectional area, A (m^2)	0.5625	0.49	0.4225	0.36	0.3025	0.25	0.25 (1 m width)
Flexural rigidity, EI (GPa.m^4)	0.794	0.602	0.448	0.325	0.230	0.157	0.039