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

Table 3

The stiffness calculated by equation (3).

	10	10	10	10	10	10	10	10	10	10	10	10	10
	20	20	20	20	20	20	20	20	20	20	20	20	20
	30	30	30	30	30	30	30	30	30	30	30	30	30
	40	40	40	40	40	40	40	40	40	40	40	40	40
	50	50	50	50	50	50	50	50	50	50	50	50	50
	60	60	60	60	60	60	60	60	60	60	60	60	60
	70	70	70	70	70	70	70	70	70	70	70	70	70
	80	80	80	80	80	80	80	80	80	80	80	80	80
	90	90	90	90	90	90	90	90	90	90	90	90	90
	100	100	100	100	100	100	100	100	100	100	100	100	100
	110	110	110	110	110	110	110	110	110	110	110	110	110
	120	120	120	120	120	120	120	120	120	120	120	120	120