GROUND SUPPORT FOR TUNNELS IN WEAK ROCK. REPORT ON DR WARD'S RANKINE LECTURE.BROWN ET.1978; TUNNELS AND TUNNELLG; G.B.; DA. 1978; VOL. 10; NO 4; PP. 35-36; BIBL. 3 REF.Article

ENTWURFSKRITERIEN BEI MAGNETBLASENSPEICHERN. = LES CRITERES DE CHOIX DES MEMOIRES A BULLES MAGNETIQUESBROWN ET.1976; ELEKTRONIK; DTSCH.; DA. 1976; VOL. 25; NO 9; PP. 45-50; BIBL. 4 REF.Article

VOLUME CHANGES IN MODELS OF JOINTED ROCK.BROWN ET.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 273-276; BIBL. 6 REF.; 2 ILL.Article

BRITTLE FRACTURE OF ROCK AT LOW CONFINING PRESSURESBROWN ET.sdIN: 1ST AUSTRALIA-NEW ZEALAND CONF. GEOMECH. MELBOURNE, 1971. PROC.; SYDNEY SECR. INST. ENG. AUSTRALIA ,, VOL. 1, P. 1Miscellaneous

STRENGTH-SIZE EFFECTS IN ROCK MATERIAL.BROWN ET.sdIN: FISSURATION ROCHES. C.R. SYMP. INT. MEC. ROCHES. NANCY, FR., 1971..Miscellaneous

ROCK CHARACTERIZATION TESTING AND MONITORING ISRM SUGGESTED METHODS = CARACTERISATION, ESSAIS ET SURVEILLANCE DES ROCHES: METHODES PROPOSEES PAR L'ISRMBROWN ET ED.1981; ; GBR; OXFORD: PERGAMON; DA. 1981; 221 P.; 27 CM; BIBL. DISSEM.; ISBN 0-08-027309-2; ILL.Book

EMPIRICAL STRENGTH CRITERION FOR ROCK MASSES = CRITERE EMPIRIQUE DE RESISTANCE DES MASSES ROCHEUSESHOEK E; BROWN ET.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 9; PP. 1013-1035; BIBL. 54 REF.; 3 TAB. ; ILL./TABL.Article

EMPIRICAL STRENGTH CRITERION FOR ROCK MASSES = CRITERE EMPIRIQUE DE RESISTANCE DES MASSES ROCHEUSESHOEK E; BROWN ET.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 9; PP. 1013-1035; BIBL. 54 REF.Article

INSTRUMENTED DRILLING AS AN AID TO SITE INVESTIGATIONSBROWN ET; BARR MV.1978; CONGRES DE L'ASSOCIATION INTERNATIONALE DE GEOLOGIE DE L'INGENIEUR. 3/1978/MADRID; ESP; MADRID: SERV. GEOL.; DA. 1978; VOL. 4-1; PP. 21-28; BIBL. 1 P.; 7 ILL.Conference Paper

FATIGUE FAILURE CHARACTERISTICS OF SOME MODELS OF JOINTED ROCK.BROWN ET; HUDSON JA.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 2; NO 4; PP. 379-386; BIBL. 10 REF.; 9 ILL.Article

TRENDS IN RELATIONSHIPS BETWEEN MEASURED IN SITU STRESSES AND DEPTHBROWN ET; HOEK E.1978; INTERNATION. J. ROCK MECH. MING SCI.; GBR; DA. 1978; VOL. 15; NO 4; PP. 211-215; BIBL. 41 REF.; 3 ILL.Article

AN ANALYSIS OF SIZE EFFECT BEHAVIOUR IN BRITTLE ROCK.BROWN ET; GONANO LP.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 139-143; BIBL. 24 REF.; 2 ILL.Conference Paper

A SITE EXPLORATION TRIAL USING INSTRUMENTED HORIZONTAL DRILLING = ESSAI DE RECONNAISSANCE DE SITE A L'AIDE D'UN FORAGE HORIZONTAL APPAREILLEBARR MV; BROWN ET.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. A51-A58; ABS. FRE/GER; BIBL. 1 P.; 2 TAB. ; TABL./ILL.Conference Paper

ROCK-SUPPORT INTERACTION CALCULATIONS FOR PRESSURE SHAFTS AND TUNNELS = LE CALCUL DE L'INTERACTION ENTRE LE MASSIF ROCHEUX ET LE BLINDAGE DES PUITS ET DES TUNNELS SOUS PRESSIONBROWN ET; BRAY JW.1982; ROCK MECHANICS - CAVERNS AND PRESSURE SHAFTS. INTERNATIONAL SOCIETY FOR ROCK MECHANICS. SYMPOSIUM/1982-05-26/AACHEN; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 555-565; ABS. FRE/GER; BIBL. 2 P.; ILL.Conference Paper

UNDERGROUND EXCAVATIONS IN ROCK = EXCAVATIONS SOUTERRAINES DANS LES ROCHESHOEK E; BROWN ET.1980; ; GBR; LONDON: INST. MINING METALLURGY; DA. 1980; 527 P.; 28 CM; BIBL. 40 P.; ISBN 0-900488-55-7; 23 TAB. ; TABL./ILL.Book

AN ANALYSIS OF SIZE EFFECT BEHAVIOUR IN BRITTLE ROCK.BROWN ET; GONANO LP.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 139-143; BIBL. 24 REF.Conference Paper

THE OPERATIONAL STRENGTH OF FISSURED CLAYS. DISCUSSION.BROWN ET; HUDSON JA.1970; GEOTECHNIQUE; GBR; 1970(9), VOL. 20, NUM. 0003, P. 334 A 336Miscellaneous

THE INFLUENCE OF MICRO-STRUCTURE ON ROCK FRACTURE ON THE LABORATORY SCALE.BROWN ET; HUDSON JA.sdIN: FISSURATION ROCHES. C.R. SYMP. INT. MEC. ROCHES. NANCY, FR., 1971.; , NUM. 0011-0020, P. 1 A 11Miscellaneous

KWIC INDEX OF ROCK MECHANICS LITERATURE. II: 1969-1976JENKINS JP ED; BROWN ET ED.1979; ; GBR/USA/CAN; OXFORD: PERGAMON/NEW YORK: PERGAMON/TORONTO: PERGAMON; DA. 1979; X-731 P.; 30 CM; ISBN 0-08-022065-7Book

GROUND MOVEMENTS NEAR SHALLOW MODEL TUNNELS IN SAND.ATKINSON JH; BROWN ET; POTTS DM et al.1978; LARGE GROUND MOVEMENTS AND STRUCTURES. PROCEEDINGS OF THE CONFERENCE/1977/CARDIFF; GBR; LONDON: PENTECH; DA. 1978; PP. 372-386; BIBL. 1 P.; 8 ILL.Conference Paper

SHAPE OF THE COMPLETE STRESS-STRAIN CURVE FOR ROCKHUDSON JA; BROWN ET; FAIRHURST C et al.sdIN: STAB. ROCK SLOPES. PROC. 13 TH. SYMP. ROCK MECH.; URBANA, ILL.; 1971; NEW YORK AM. SOC. CIV. ENG. ,1972, P. 773 A 795Miscellaneous

OPTIMIZING THE CONTROL OF ROCK FAILURE IN SERVO-CONTROLLED LABORATORY TESTS.HUDSON JA; BROWN ET; FAIRHURST C et al.1971; ROCK MECH.; AUT; 1971, VOL. 3, NUM. 0004, P. 217 A 224Miscellaneous

THE INFLUENCE OF ROCK ANISOTROPY ON HOLE DEVIATION IN ROTARY DRILLING. A REVIEW = INFLUENCE DE L'ANISOTROPIE DES ROCHES SUR LA DEVIATION DU SONDAGE PAR FORAGE AU ROTARY. UNE REVUEBROWN ET; GREEN SJ; SINHA KP et al.1981; INT. J. ROCK MECH. MIN. SCI.; ISSN 0020-7624; GBR; DA. 1981; VOL. 18; NO 5; PP. 387-401; BIBL. 62 REF.; ILL.Article

SHAPE OF THE COMPLETE STRESS-STRAIN CURVE FOR ROCKHUDSON JA; BROWN ET; FAIRHURST C et al.1972; IN: STAB. ROCK SLOPES. PROC. 13TH. SYMP. ROCK MECH.; URBANA, ILL.; 1971; NEW YORK; AM. SOC. CIV. ENG.; DA. 1972; PP. 773-795; BIBL. 1 P. 1/2; 8 ILL.Conference Proceedings

COLLAPSE OF SHALLOW UNLINED TUNNELS IN DENSE SAND = EFFONDREMENT DE TUNNELS PEU PROFONDS NON REVETUS DANS DU SABLE DENSEATKINSON JH; BROWN ET; POTTS M et al.1975; TUNNELS AND TUNNELLG; G.B.; DA. 1975; VOL. 7; NO 3; PP. 81-87 (3 P.); BIBL. 6 REF.Article