Seismic Damage Rapid Assessment of Road Networks considering Individual Road Damage State and Reliability of Road Networks in Emergency Conditions

Table 1

The damage roads of the Wenchuan earthquake with some characteristics; the number consists of the road name and the mileage number.

Number	Height difference (m)	Road grades	Supporting and retaining type	Seismic fortification intensity	Practical intensity (degree)	Slope height (m)	Soil type of the site
G213: K1020 + 960	10.4	3	Gravity-type grouted	VII	XI	13.6	II
G213: K1018 + 600	1.2	3	Gravity-type grouted	VII	XI	40.0	I
G213: K1022 + 900	15.6	3	Reinforced retaining wall	VII	XI	0	I
G213: K1029 + 850	3.1	3	Gravity-type grouted	VII	X	33.0	I
G213: K1008 + 900	3.0	3	Gravity-type grouted	VII	XI	20.0	I
G213: K1014 + 175	6.0	3	Gravity-type grouted	VII	XI	0	I
G213: K1008 + 400	2.0	3	Cutting slope	VII	XI	50.0	III
G213: K1008 + 580	9.9	3	Gravity-type concrete	VII	XI	50.0	III
G213: K1012 + 400	13.6	3	Gravity-type concrete	VII	XI	15.5	III
G213: K1029 + 700	6.2	3	Gravity-type concrete	VII	X	50.0	III
G213: K1023 + 700	2.2	3	Prestressed cable	VII	XI	19.0	III
G213: K1009 + 080	7.1	3	Cutting slope	VII	XI	0	III
G213: K1008 + 980	4.0	3	Gravity-type concrete	VII	XI	0	III
G213: K916 + 508	3.6	3	Cutting slope	VII	IX	7.0	III
G213: K37 + 350	1.8	2	Gravity-type grouted	VII	X	294.0	II
G213: K38 + 500	1.0	2	Gravity-type grouted	VII	X	326.3	II
G213: K40 + 100	3.6	2	Gravity-type grouted	VII	X	121.2	I
G213: K42 + 400	4.4	2	Facing wall	VII	X	175.5	II
G213: K26 + 800	1.5	2	Cutting slope	VII	XI	24.3	I
G213: K73 + 000	2.0	2	Cutting slope	VII	IX	175.9	I
G213: K29 + 950	1.0	2	Facing wall	VII	XI	19.7	I
G213: K34 + 140	1.5	2	Cutting slope	VII	XI	122.7	III
G213: K35 + 600	3.9	2	Cutting slope	VII	XI	100.0	III
G213: K50 + 200	3.0	2	Cutting slope	VII	X	480.1	III
G213: K58 + 160	3.4	2	Gravity-type grouted	VII	X	15.0	III
G213	1.5	3	Gravity-type grouted	VII	IX	7.1	III
G213	1.7	3	Gravity-type grouted	VII	IX	92.1	II
G213	4.0	3	Gravity-type grouted	VII	IX	27.0	II
G213	3.4	3	Cutting slope	VII	IX	93.4	III
G213	2.3	3	Facing wall	VII	IX	71.0	III
G213	1.5	3	Gravity-type grouted	VII	IX	0	II
G213	1	3	Gravity-type grouted	VII	IX	10.0	II
G213	1.2	3	Cutting slope	VII	IX	0	II
S303: K10 + 341	1.8	2	Gravity-type grouted	VII	X	5.0	III
S303: K28 + 941	0.5	2	Gravity-type grouted	VII	X	50.0	II
S303: K40 + 500	0.5	2	Gravity-type grouted	VII	IX	27.4	III
S303: K16 + 441	2.6	2	Cutting slope	VII	X	237.5	II
S303: K31 + 841	1.0	2	Cutting slope	VII	IX	28.7	I
S303: K36 + 600	1.0	2	Cutting slope	VII	IX	100.0	III
S303: K43 + 200	1.0	2	Cutting slope	VII	IX	30.0	II
S303: K26 + 900	3.1	2	Gravity-type grouted	VII	IX	25.0	III
S302	2.0	2	Cutting slope	VII	IX	27.0	III
S302: K732 + 560	1.5	2	Gravity-type grouted	VII	X	7.4	III
S302	2.5	2	Facing wall	VII	X	47.5	I
S105	2.2	3	Gravity-type grouted	VII	XI	2.8	I
S105	3.1	3	Gravity-type grouted	VII	XI	25.3	III
S105	3.5	3	Facing wall	VII	XI	36.7	I
S105: K167 + 460	5.9	3	Cutting slope	VII	XI	8.4	III
S105: K168 + 900	7.4	3	Cutting slope	VII	XI	9.0	III
XU09	2.3	4	Gravity-type concrete	VI	X	44.3	II
S210	1.3	3	Gravity-type grouted	VII	VII	324.4	I
S210	3.7	3	Cutting slope	VII	VII	63.6	II
S210	2.3	3	Cutting slope	VII	VII	24.4	III
G212	4.2	3	Gravity-type grouted	VII	VIII	34.3	II
G213	1.0	2	Gravity-type grouted	VII	VIII	20.3	I
S303	3.8	4	Cutting slope	VII	VII	194.3	III
S303	4.2	4	Gravity-type grouted	VII	VIII	35.0	III
G317	1.5	3	Cutting slope	VII	VII	173.3	II
G317	2.5	2	Gravity-type grouted	VII	VI	2.5	II
G317	2.4	2	Gravity-type grouted	VII	VI	5.0	I
G317	0.5	2	No	VII	VI	0	III
G317	6.0	2	Gravity-type grouted	VII	VI	0	III