LEADER 00688nam0-2200241 --450 001 9910744995403321 005 20231012124840.0 100 $a20231012d1997----kmuy0itay5050 ba 101 $afre 102 $aMA 105 $a 001yy 200 1 $aIslamisme, modernisme, liberalisme$eesquisses critiques$fAbdallah Laroui 210 $aCasablanca$cCentre Culturel Arabe$d1997 215 $a239 p.$d22 cm 676 $a297.27$v22 700 1$aLaroui,$bAbdallah$0243867 801 0$aIT$bUNINA$gREICAT$2UNIMARC 901 $aBK 912 $a9910744995403321 952 $aDFT G25 LARA 01$fFLFBC 959 $aFLFBC 996 $aIslamisme, modernisme, liberalisme$93568884 997 $aUNINA LEADER 04637nam 2200577 450 001 9910827885203321 005 20230120014633.0 010 $a1-4832-9798-5 035 $a(CKB)3710000000200188 035 $a(EBL)1888801 035 $a(SSID)ssj0001549028 035 $a(PQKBManifestationID)16154378 035 $a(PQKBTitleCode)TC0001549028 035 $a(PQKBWorkID)14802880 035 $a(PQKB)10339166 035 $a(MiAaPQ)EBC1888801 035 $a(EXLCZ)993710000000200188 100 $a20150112h19931993 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aComprehensive rock engineering$hVolume 5$iSurface and underground case histories $eprinciples, practice & projects /$feditor-in-chief, John A. Hudson 205 $aFirst edition. 210 1$aOxford, England :$cPergamon Press,$d1993. 210 4$dİ1993 215 $a1 online resource (1004 p.) 300 $aDescription based upon print version of record. 311 $a1-322-48028-1 311 $a0-08-042068-0 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aFront Cover; Surface and Underground Case Histories; Copyright Page; Table of Contents; Preface; Contributors to Volume 5; Contents of All Volumes; Editor-in-Chief's Note; Chapter 1. The Expanding Role of Rock Engineering in Developing National and Local Infrastructures; 1.1 INTRODUCTION; 1.2 HISTORICAL PERSPECTIVE; 1.3 CLASSIFICATION OF UNDERGROUND USES; 1.4 BENEFITS AND DRAWBACKS OF UNDERGROUND FACILITIES; 1.5 CONTEMPORARY USES OF UNDERGROUND SPACE IN ROCK; 1.6 CONCLUSIONS AND FUTURE TRENDS; 1.7 REFERENCES; Chapter 2. Subsurface Space - An Important Dimension in Swedish Construction 327 $a2.1 INTRODUCTION2.2 ECONOMIC AND ENVIRONMENTAL ADVANTAGES; 2.3 GEOINVESTIGATIONS AND DESIGN; 2.4 HARD ROCK TUNNELING; 2.5 CONCLUDING REMARKS; 2.6 REFERENCES; Chapter 3. Recent Developments in Rock Engineering in Norway: Gas-tight Rock Caverns, Subsea Road Tunnels, Steel-fiber Reinforced Shotcrete; 3.1 INTRODUCTION; 3.2 AIR- AND GAS-TIGHT ROCK CAVERNS; 3.3 SUBSEA ROAD TUNNELS; 3.4 STEEL-FIBER REINFORCED SHOTCRETE; 3.5 REFERENCES; Chapter 4. Design of Large Power house Caverns in Weak Rock; 4.1 INTRODUCTION; 4.2 ROCK MASS STRENGTH; 4.3 IN SITU STRESS CONDITIONS 327 $a4.4 PILLAR SIZE BETWEEN EXCAVATIONS4.5 PROBLEMS IN USING A CONCRETE ARCH IN WEAK ROCK; 4.6 CHOICE OF CAVERN SHAPE; 4.7 INFLUENCE OF JOINTS AND BEDDING PLANES; 4.8 INFLUENCE OF ROOF SHAPE ON STABILITY; 4.9 DESIGN OF REINFORCEMENT; 4.10 EXCAVATION METHODS; 4.11 CAVERN INSTRUMENTATION; 4.12 SUMMARY AND CONCLUSIONS; 4.13 REFERENCES; Chapter 5. Power Caverns of Mingtan Pumped Storage Project, Taiwan; 5.1 INTRODUCTION; 5.2 GEOLOGY; 5.3 ROCK PROPERTIES; 5.4 DESIGN DETAILS; 5.5 ACTUAL BEHAVIOR OF ROOF AND HAUNCHES DURING EXCAVATION OF THE CAVERN ROOF; 5.6 NUMERICAL MODEL ANALYSES 327 $a5.7 CAVERN BEHAVIOR DURING BENCHING EXCAVATION BELOW HAUNCHES5.8 CONCLUSIONS; 5.9 REFERENCES; Chapter 6. The Agua del Toro Dam, Mendoza, Argentina - A Case of Insufficient Surface Geology Studies Affecting Underground Excavations; 6.1 INTRODUCTION; 6.2 LOCATION; 6.3 GENERAL LAYOUT; 6.4. GEOLOGICAL SETTING; 6.5 GEOTECHNICAL PROBLEMS; 6.6 GEOMECHANICAL TESTS; 6.7 FAULT ACTIVITY AND INFLUENCE OF THE DIAMANTE VOLCANO; 6.8 REFERENCES; Chapter 7. The Rio Grande Pumped Storage Complex, Cordova Province - A Case Study of Excavations in Contrasting Rock Anisotropy; 7.1 INTRODUCTION; 7.2 LOCATION 327 $a7.3 GENERAL LAYOUT7.4 GEOLOGICAL SETTING; 7.5 GEOTECHNICAL PROBLEMS; 7.6 REFERENCES; Chapter 8. A Case History in Argentina-Rock Mechanics for the Underground Works in the Pumping Storage Development of Rio Grande No 1; 8.1 INTRODUCTION; 8.2 LOCATION AND SHORT DESCRIPTION OF THE RIO GRANDE PROJECT; 8.3 GENERAL GEOLOGY OF THE SITE; 8.4 GEOLOGICAL INVESTIGATIONS OF EXPOSED SURFACES; 8.5 BOREHOLES; 8.6 GEOPHYSICAL SURVEYS; 8.7 MECHANICAL PROPERTIES OF THE ROCK MASS; 8.8 UNDERGROUND EXCAVATIONS; 8.9 SUPPORT DESIGN; 8.10 MONITORING; 8.11 CONCLUSIONS; 8.12 REFERENCES 327 $aChapter 9. Rock Instrumentation - Developments and Case Studies from Australia 330 $aSurface and Underground Project Case Histories 606 $aRock mechanics 615 0$aRock mechanics. 676 $a624.1/5132 676 $a624.15132 702 $aHudson$b John A. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910827885203321 996 $aComprehensive rock engineering$93937631 997 $aUNINA LEADER 02027nam0 2200409 i 450 001 RAV0264365 005 20251003044328.0 010 $a8838606579 020 $aIT$b96-9905 100 $a20130827d1995 ||||0itac50 ba 101 | $aita 102 $ait 181 1$6z01$ai $bxxxe 182 1$6z01$an 200 1 $aStatica$eintroduzione alla meccanica delle strutture$fElisa Guagenti Grandori ... \et al.! 210 $aMilano$cMcGraw-Hill libri Italia$d1995 215 $aXIV, 354 p.$cill.$d24 cm 225 | $aCollana di istruzione scientifica$i. Serie di ingegneria civile 300 $aSegue: Appendici. 410 0$1001VEA0031023$12001 $aCollana di istruzione scientifica$i. 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