[an error occurred while processing this directive]
Citation Search Quick Search
About
   » About Journal
   » Editorial Board
   » SCI IF
   » Staff
   » Contact
Authors
   » Submit an Article
   » Manuscript Tracking
   » Call for Papers
   » Scope
   » Instruction for Authors
   » Copyright Agreement
   » Templates
   » Author FAQs
   » PACS
Referees
   » Review Policy
   » Referee Login
   » Referee FAQs
   » Editor in Chief Login
   » Editor Login
   » Office Login
Browse Journal
   » Accepts
   » In Press
   » Current Issue
   » Archive
   » View by Fields
   » Top Downloaded
   » Sci Top Cited
Announcement
Links
   »
 
  --2000, 19 (04)   Published: 15 July 2000
Select | Export to EndNote
Artiles

null
 2000, 19 (04): 0-0 doi:
Full Text: [PDF 0 KB] (650)
Show Abstract

ROCK FRACTURING BEHAVIORS UNDER CHEMICAL CORROSION ——PART Ⅰ: EXPERIMENTAL STUDY

null
 2000, 19 (04): 403-403 doi:
Full Text: [PDF 336 KB] (992)
Show Abstract

DAMAGE ANALYSIS OF BRITTLE ROCK AT HIGH TEMPERATURE

null
 2000, 19 (04): 408-408 doi:
Full Text: [PDF 203 KB] (1388)
Show Abstract

RESEARCH OF THE DETECTION METHOD AND THERMAL CRACKING OF ROCK

null
 2000, 19 (04): 412-412 doi:
Full Text: [PDF 219 KB] (1053)
Show Abstract

NON-L INEAR DUAL -POROSITY BEHAVIOUR OF
NATURALLY FRACTURED RESERVO IRS

null
 2000, 19 (04): 417-417 doi:
Full Text: [PDF 286 KB] (1139)
Show Abstract
A dual2po ro sity model based on the modif ied fo rm u lat ion by Barrenb lat t is p resen ted fo r
sim u lat ion of natu rally f ractu red reservo irs and m any app licat ion s are described. How ever, the perm eab ility
and po ro sity coeff icien t s in the con t ro l equat ion s are regarded as con stan t in mo st s of literatu res. O f cou rse,
th is is no t t rue. The perm eab ility and po ro sity are actually varied w ith p ressu res in m at rix b lock s and
f issu res. A non2linear relat ion of dual2p ro sity and p ressu re is developed and a f in ite elem en t p rogram is given
to sim u late the non2linear dual2po ro sity model.

STUDY ON THE COUPLL ING PROBLEM BETWEEN FLOW
AND SOL ID OFM INE IN CONF INED AQUIFER

null
 2000, 19 (04): 421-421 doi:
Full Text: [PDF 193 KB] (1188)
Show Abstract
The m in ing p rob lem in conf ined aqu ifer is con sidered as a coup lling p rob lem betw een f low and
so lid. O n the basis of differen t scales of f ractu re, the rockm ass hydrau licmodel of m in ing in conf ined aqu ifer
is estab lished. Som e u sefu l conclu sion s are pu t fo rw ard to p ro ject s. A cco rding to the p ract ical p ro ject, the
model and these conclu sion s are p roved to be reasonab le.

ANALYSIS ON ACOUSTIC EM ISSION PATTERN FOR ROCK BURST

null
 2000, 19 (04): 425-425 doi:
Full Text: [PDF 282 KB] (1003)
Show Abstract
It is p roved that app lying A E to mon ito r rock bu rst is scien t if ic by discu ssing the relat ion betw een
A E and dam age. The fou r modes of A E om en s, including the single jump ing mode, the f luctuat ing mode, the
exponen t ial increasing mode, and the f requen t low energy om en mode are pu t ou t. The exp lo sive effect s on
p reven t ion of rock bu rst are analyzed, and th is is valuab le fo r the p redict ion of rock bu rst.

STUDY ON ROCKBURST PRED ICTIONM ETHOD
BASED ON THE PRIOR KNOWLEDGE

null
 2000, 19 (04): 429-429 doi:
Full Text: [PDF 245 KB] (1354)
Show Abstract
Based on the neu ral netwo rk theo ry, a new rockbu rst p redict ion model is estab lished. The BP
netwo rk is t rained u sing the co llected data f rom som e actu ral p ro ject s. The study show s that the p ropo sed
model is of ob ject ivity, generality and h igher accu racy.

EFFCETIVEMODULUSM ETHOD IN DAMAGEM ECHANICS OF ROCK

null
 2000, 19 (04): 432-432 doi:
Full Text: [PDF 285 KB] (1138)
Show Abstract
Several def in it ion m ethods of dam age variab les are discu ssed. A cco rding to experim en t s, a secan t
modu lu s m ethod w ith coeff icien t of Gis u sed to def ine the dam age variab le of rock. A lso, a rheo logy dam age
model is p ropo sed based on rock m echan ics test s.

null
 2000, 19 (04): 436-436 doi:
Full Text: [PDF 299 KB] (1104)
Show Abstract

null
 2000, 19 (04): 440-440 doi:
Full Text: [PDF 277 KB] (809)
Show Abstract

null
 2000, 19 (04): 444-444 doi:
Full Text: [PDF 309 KB] (1462)
Show Abstract

null
 2000, 19 (04): 449-449 doi:
Full Text: [PDF 199 KB] (1031)
Show Abstract

null
 2000, 19 (04): 453-453 doi:
Full Text: [PDF 360 KB] (1355)
Show Abstract

null
 2000, 19 (04): 459-459 doi:
Full Text: [PDF 232 KB] (976)
Show Abstract

D IVISION OF TECTONIC STRESS ZONES AND
PRED ICTION OF COAL AND GAS BURSTS

null
 2000, 19 (04): 464-464 doi:
Full Text: [PDF 220 KB] (915)
Show Abstract

null
 2000, 19 (04): 468-468 doi:
Full Text: [PDF 240 KB] (1903)
Show Abstract

null
 2000, 19 (04): 472-472 doi:
Full Text: [PDF 296 KB] (1037)
Show Abstract

null
 2000, 19 (04): 476-476 doi:
Full Text: [PDF 340 KB] (850)
Show Abstract

null
 2000, 19 (04): 481-481 doi:
Full Text: [PDF 265 KB] (1149)
Show Abstract

null
 2000, 19 (04): 486-486 doi:
Full Text: [PDF 427 KB] (1510)
Show Abstract

null
 2000, 19 (04): 493-493 doi:
Full Text: [PDF 267 KB] (1578)
Show Abstract

null
 2000, 19 (04): 498-0498 doi:
Full Text: [PDF 199 KB] (1033)
Show Abstract

null
 2000, 19 (04): 501-501 doi:
Full Text: [PDF 284 KB] (1108)
Show Abstract

null
 2000, 19 (04): 505-505 doi:
Full Text: [PDF 197 KB] (978)
Show Abstract

null
 2000, 19 (04): 509-509 doi:
Full Text: [PDF 205 KB] (1211)
Show Abstract

null
 2000, 19 (04): 513-513 doi:
Full Text: [PDF 279 KB] (1026)
Show Abstract

null
 2000, 19 (04): 517-517 doi:
Full Text: [PDF 220 KB] (918)
Show Abstract

null
 2000, 19 (04): 522-522 doi:
Full Text: [PDF 281 KB] (1185)
Show Abstract

null
 2000, 19 (04): 526-526 doi:
Full Text: [PDF 266 KB] (1040)
Show Abstract

null
 2000, 19 (04): 531-531 doi:
Full Text: [PDF 183 KB] (1154)
Show Abstract

null
 2000, 19 (04): 534-534 doi:
Full Text: [PDF 323 KB] (984)
Show Abstract

null
 2000, 19 (04): 539-539 doi:
Full Text: [PDF 199 KB] (771)
Show Abstract

null
 2000, 19 (04): 540-540 doi:
Full Text: [PDF 159 KB] (1007)
Show Abstract

null
 2000, 19 (04): 541-541 doi:
Full Text: [PDF 88 KB] (969)
Show Abstract

RESEARCH ON NUM ERICAL ANALYSIS AND
OPTIMAL DESIGN OF P ILE-RAFT FOUNDATION

null
 2000, 19 (04): 542-542 doi:
Full Text: [PDF 89 KB] (884)
Show Abstract

INVESTIGATION ON CONSTRUCTIONAL M ECHANICAL
RESPONSES AND CONSTRUCTIONM ETHODS
FOR LARGE SPAN FLAT TUNNEL

null
 2000, 19 (04): 543-543 doi:
Full Text: [PDF 141 KB] (849)
Show Abstract

null
 2000, 19 (04): 544-544 doi:
Full Text: [PDF 89 KB] (959)
Show Abstract

null
 2000, 19 (04): 545-545 doi:
Full Text: [PDF 68 KB] (986)
Show Abstract
Copyright © 2005-2015 Edited and Published by Editorial Office for Chinese Journal of Rock Mechanics and Engineering
Sponsored by : Chinese Society for Rock Mechanics and Engineering 
Published by : Science Press 
Address: Wuhan 430071, China  Tel: (027)87199250  Fax: (027)87199250  Email: rock@whrsm.ac.cn
DESIGNED BY: Beijing Magtech Science & Technolgy Development Co.,Ltd.
鄂公网安备 42010602003581号