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1997, 16 (05): 398-398 doi:
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MANIFOLD M ETHOD IN ANALYSIS OF
LARGE DEFORMATION FOR ROCK

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1997, 16 (05): 399-399 doi:
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APPL ICATION OFMANIFOLD M ETHOD IN
SIM ULATING CRACK PROPAGATION

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1997, 16 (05): 405-405 doi:
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A STUDY ON THE NUM ERICAL MODEL OF DDA AND ITS
PREL IM INARY APPL ICATION TO ROCK ENGINEERING

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1997, 16 (05): 411-411 doi:
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A STUDY OF STRENGTH CRITERION IN POWER
FUNCTION FOR ROCKMATERIAL

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1997, 16 (05): 418-418 doi:
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STABIL ITY ANALYSIS SYSTEM FOR LARGE DAM S

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1997, 16 (05): 424-424 doi:
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PREL IM INARY STABIL ITY ANALYSIS OF HIGH
SLOPE OF THE THREE GORGES SHIP LOCK
BY DAMAGE-RHEOLOGY MODEL

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1997, 16 (05): 431-431 doi:
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A STUDY OF STRENGTH CRITERION IN POWER
FUNCTION FOR ROCKMATERIAL

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1997, 16 (05): 437-437 doi:
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A 3-D FEM ANALYSIS ON SL IPP ING BEHAVIOR OF
THE SLOPE IN L IJ IAXIA POWER STATION

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1997, 16 (05): 445-445 doi:
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THE NUM ERICAL SIM ULATION ANALYSIS OF
WORKING PROCESS FOR PRESSURE TUNNEL
F ILLED W ITHWATER

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1997, 16 (05): 453-453 doi:
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BACK ANALYSIS OF COEFF ICIENT TENSOR OF
PERM EABIL ITY FOR FRACTURED ROCKMASS

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1997, 16 (05): 461-461 doi:
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NUM ERICAL CHECK OF IN-SITU STRESSES
M EASURED AT VALLEY

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1997, 16 (05): 471-471 doi:
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A NUM ERICAL M ETHOD FOR PARAM ETER BACK
ANALYSIS OF VISCOELASTIC ROCKMASS

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1997, 16 (05): 478-478 doi:
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ANALYTIC SOLUTION TO PORO-M ECHANICAL PROBLEM S
IN A HOLLOW AXISYMM ETRIC DOMA IN

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1997, 16 (05): 483-483 doi:
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APPL ICATION OF FUZZY ANALYSIS IN
SLOPE STABIL ITY EVALUATION

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1997, 16 (05): 490-490 doi:
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　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.

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SOM E COMM ENT ON ROCKM ECHANICS
AND FRACTUREM ECHANICS

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1997, 16 (05): 496-496 doi:
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D ISCUSSION ON ROCKM ECHANICS AND REPLY TO THE
PAPER“SOM E COMM ENT ON ROCKM ECHANICS
AND FRACTUREM ECHANICS”

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1997, 16 (05): 498-498 doi:
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[PDF 206 KB] (1011)