Select

null

1997, 16 (05): 398-398 doi:

(790)

[HTML]

+

Show Abstract

Select

MANIFOLD M ETHOD IN ANALYSIS OF
LARGE DEFORMATION FOR ROCK

null

1997, 16 (05): 399-399 doi:

[PDF] 379 KB (1166)

[HTML]

+

Show Abstract

Select

APPL ICATION OFMANIFOLD M ETHOD IN
SIM ULATING CRACK PROPAGATION

null

1997, 16 (05): 405-405 doi:

[PDF] 252 KB (1764)

[HTML]

+

Show Abstract

Select

A STUDY ON THE NUM ERICAL MODEL OF DDA AND ITS
PREL IM INARY APPL ICATION TO ROCK ENGINEERING

null

1997, 16 (05): 411-411 doi:

[PDF] 393 KB (2036)

[HTML]

+

Show Abstract

Select

A STUDY OF STRENGTH CRITERION IN POWER
FUNCTION FOR ROCKMATERIAL

null

1997, 16 (05): 418-418 doi:

[PDF] 397 KB (963)

[HTML]

+

Show Abstract

Select

STABIL ITY ANALYSIS SYSTEM FOR LARGE DAM S

null

1997, 16 (05): 424-424 doi:

[PDF] 390 KB (859)

[HTML]

+

Show Abstract

Select

PREL IM INARY STABIL ITY ANALYSIS OF HIGH
SLOPE OF THE THREE GORGES SHIP LOCK
BY DAMAGE-RHEOLOGY MODEL

null

1997, 16 (05): 431-431 doi:

[PDF] 406 KB (1011)

[HTML]

+

Show Abstract

Select

A STUDY OF STRENGTH CRITERION IN POWER
FUNCTION FOR ROCKMATERIAL

null

1997, 16 (05): 437-437 doi:

[PDF] 397 KB (1057)

[HTML]

+

Show Abstract

Select

A 3-D FEM ANALYSIS ON SL IPP ING BEHAVIOR OF
THE SLOPE IN L IJ IAXIA POWER STATION

null

1997, 16 (05): 445-445 doi:

[PDF] 412 KB (952)

[HTML]

+

Show Abstract

Select

THE NUM ERICAL SIM ULATION ANALYSIS OF
WORKING PROCESS FOR PRESSURE TUNNEL
F ILLED W ITHWATER

null

1997, 16 (05): 453-453 doi:

[PDF] 417 KB (1108)

[HTML]

+

Show Abstract

Select

BACK ANALYSIS OF COEFF ICIENT TENSOR OF
PERM EABIL ITY FOR FRACTURED ROCKMASS

null

1997, 16 (05): 461-461 doi:

[PDF] 453 KB (1295)

[HTML]

+

Show Abstract

Select

NUM ERICAL CHECK OF IN-SITU STRESSES
M EASURED AT VALLEY

null

1997, 16 (05): 471-471 doi:

[PDF] 216 KB (886)

[HTML]

+

Show Abstract

Select

A NUM ERICAL M ETHOD FOR PARAM ETER BACK
ANALYSIS OF VISCOELASTIC ROCKMASS

null

1997, 16 (05): 478-478 doi:

[PDF] 294 KB (1123)

[HTML]

+

Show Abstract

Select

ANALYTIC SOLUTION TO PORO-M ECHANICAL PROBLEM S
IN A HOLLOW AXISYMM ETRIC DOMA IN

null

1997, 16 (05): 483-483 doi:

[PDF] 214 KB (977)

[HTML]

+

Show Abstract

Select

APPL ICATION OF FUZZY ANALYSIS IN
SLOPE STABIL ITY EVALUATION

null

1997, 16 (05): 490-490 doi:

[PDF] 318 KB (1748)

[HTML]

+

Show Abstract

　The fuzzy evaluat ion model and relatedm at rix of boundary values are con st ruct2
ed fo r slope stab ility analysis, and the p ract ical values of the relat ive facto rs are also ob2
tained th rough the invest igat ion of engineering geo logy and the test s of physical and m e2
chan ical p ropert ies of a p ract ical slope. Thereupon, the stab ility of the slope is evaluated
by the fuzzy m ethod. The resu lt show s that the uncertain characterist ics of p ract ical slope
p rob lem s can be described mo re comp rehen sively by the m ethod and the fuzzy analysis re2
su lt is reasonab le.

Select

SOM E COMM ENT ON ROCKM ECHANICS
AND FRACTUREM ECHANICS

null

1997, 16 (05): 496-496 doi:

[PDF] 156 KB (1321)

[HTML]

+

Show Abstract

Select

D ISCUSSION ON ROCKM ECHANICS AND REPLY TO THE
PAPER“SOM E COMM ENT ON ROCKM ECHANICS
AND FRACTUREM ECHANICS”

null

1997, 16 (05): 498-498 doi: