1

()

Chinese Institute of Civil and Hydraulic Engineering

1Prof. Wulf SchubertTunnelingHead, Institute for Rock Mechanics and Tunneling, Technical () ()2233412345452.3.1.4.5.562.3.1.4.5.

P.2-16 72.3.1.4.5.P.2-4

7 82.3.1.4.5.P.2-4

8- 92.3.1.4.5.P.2-33

9- 102.3.1.4.5.P.2-27

()()10-112.3.1.4.5.P.2-3320092001(9/13~9/19)1996(7/29~8/1)12884.02319.01987.022778.51533.01652.032701.01462.01283.042636.51435.01106.052557.5(2)1427.01094.562489.5(1)1405.01021.572448.51397.01020.5()11- 122.3.1.4.5.P.2-32

()122.4.5 13

P.2-32

142.3.1.4.5.P.3-1620588801154322345 130685245452 198313148491 159117142.3.1.4.5.15P.5-62

()152.3.1.4.5.-16P.5-42

16.7 ( = 15+1.7) 2,503162.3.1.4.5.-17P.5-42

(981119)

447453452452 6826.434476943.704526823.904526974.634532021-20172.3.1.4.5.-18P.5-40(75)

2021(981119) 7624.14987711.30508-21182.3.1.4.5.-19P.5-34(2)

08/0900:0008/0900:00

19202.3.1.4.5.P.4-120

A-1.-212.3.1.4.5.P.4-2

21A-1.-222.3.1.4.5.P.4-5

22A-2.-232.3.1.4.5.P.4-6

23A-2.-242.3.1.4.5.P.4-8

24b.-252.3.1.4.5.P.4-15

16 225

b.-262.3.1.4.5.P.4-152126b.-272.3.1.4.5.P.4-10

-2(10K+907m~10K+915m) -4(11K+829m~11K+837m)

27C-1.282.3.1.4.5.P.4-2493910987189391098718941159872048(9512209886)28C-1.292.3.1.4.5.P.4-230800~22002200~0800656070651. 29C-1. - 302.3.1.4.5.P.4-25

30C-1.- 312.3.1.4.5.P.4-25

31C-1. 322.3.1.4.5.P.4-25 - 0.60 % - 0.51 % 0.51 % < 0.60 %

32C-2. 332.3.1.4.5.P.4-26182.06kg (977310025)160kg (98371735)()()

182.06kg/4 = 45.51kg ()160kg/4 = 40 kg ()33C-2.342.3.1.4.5.P.4-27 1kgTNT4.184*1015(erg) log E =1.5M+11.8 E (erg) MGutenberg & Richter, 195634C-2. &352.3.1.4.5.P.4-27 (kg) (J) (erg)14.19E+064.19E+131.2104.19E+074.19E+141.9301.26E+081.26E+152.2401.67E+081.67E+152.345.511.91E+081.91E+152.3502.09E+082.09E+152.41004.19E+084.19E+152.61827.63E+087.63E+152.84751.99E+091.99E+163.015,1006.32E+106.32E+174.0475,0001.99E+121.99E+195.015,100,0006.32E+136.32E+206.0475,000,0001.99E+151.99E+227.0951,300,000,000 5.44E+155.44E+227.38892135C-2. &362.3.1.4.5.P.4-28

24236C-2. &372.3.1.4.5.P.4-2895475,000,000 kg 1.99*1022 (erg) 45.51 kg 1.67*1015 (erg)180 kg 7.63*1015 (erg)

10,000,000 10002,500,000 25037C-2.382.3.1.4.5.P.4-27 (kg) (J) (erg)401.67E+081.67E+152.345.511.91E+081.91E+152.31004.19E+084.19E+152.61827.63E+087.63E+152.84751.99E+091.99E+163.0gal0