A Modified Elastic Foundation Beam Method for Analyzing Lateral Wall Deformation in Excavations with Cross Wall

Table 4

The stiffness calculated by equation (9).

	1600	452	211	124	84	61	48	39	33	29	25	23	21
	3200	904	422	248	167	123	96	78	66	57	51	46	42
	4799	1356	633	373	251	184	143	117	99	86	76	69	63
	6399	1808	844	497	334	245	191	156	132	115	102	92	84
	7999	2260	1055	621	418	306	239	195	165	143	127	115	106
	9599	2711	1266	745	501	368	287	234	198	172	153	138	127
	11198	3163	1477	870	585	429	335	273	231	201	178	161	148
	12798	3615	1688	994	668	490	383	312	264	229	204	184	169
	14398	4067	1899	1118	752	552	430	351	297	258	229	207	190
	15998	4519	2110	1242	835	613	478	390	330	287	255	230	211
	17597	4971	2321	1366	919	674	526	430	363	316	280	253	232
	19197	5423	2532	1491	1003	736	574	469	396	344	306	276	253