Civil applications of underground works in Italy = Applications civiles des travaux souterrains en ItaliePELIZZA, S.Tunnelling and underground space technology. 1987, Vol 2, Num 3, pp 283-285, issn 0886-7798Article

Knematerdrift i tunnel i Vest-Agder: gode erfaringer i vanskelig fjell = Forage de roche avec un pousseur, pneumatique dans de la roche de mauvaise qualitéKURE, K.Publikasjon - Norges Geotekniske Institutt. 1985, Num 157, pp 7-8, issn 0078-1193Article

Ground treatment aids construction of Nice's sunshine motorway = Traitement du sol comme aide à la construction de l'autoroute du soleil à NiceMCCORMACK, S.Tunnels & tunnelling. 1984, Vol 16, Num 5, pp 57-59, issn 0041-414XArticle

12. D-A-CH Treffen = 12th D-A-CH meeting = 12e réunion D-A-CHTunnel. 1998, Num 7, pp 36-37, issn 0722-6241Article

ON THE DESIGN OF MARBLE QUARRIES IN A WEAK ROCK MASS = SUR LE CALCUL DES CARRIERES DE MARBRE DANS UN MASSIF ROCHEUX DE MAUVAISE QUALITEMARCHISIO M; RANIERI G; SIOTTO G et al.1982; WEAK ROCK-SOFT, FRACTURED AND WEATHERED ROCK. INTERNATIONAL SYMPOSIUM ON WEAK ROCK/1981-09-21/TOKYO; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 1485-1490; BIBL. 6 REF.Conference Paper

TBMS DEFY WATER AND BAD GROUND TO DRIVE 21 KM IN THE AUSTRIAN ALPSMARTIN D.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 10; PP. 11-14Article

INFLUENCE OF WEAK PYRITIFEROUS SHALE ON THE DESIGN OF DUDHGANGA DAM, INDIA = INFLUENCE D'UN SHALE CONTENANT DE LA PYRITE SUR LA CONCEPTION DU BARRAGE DE DUDHGANGARAMACHANDRAN B; MAJUMDAR M; BANSODE RB et al.1983; WEAK ROCK-SOFT, FRACTURED AND WEATHERED ROCK. INTERNATIONAL SYMPOSIUM ON WEAK ROCK/1981-09-21/TOKYO; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; PP. 1471-1475; BIBL. 4 REF.Conference Paper

THIN SHOTCRETE LININGS IN LOOSENING ROCK = REVETEMENT MINCE AU BETON PROJETE DANS UNE ROCHE DE MAUVAISE QUALITEFERNANDEZ DELGADO G; CORDING EJ; MAHAR JW et al.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 1; PP. 790-813; BIBL. 11 REF.Conference Paper

PROBA USTALENIA CZESTOTLIWOSCI DOKONYWANIA POMIARU OSIADAN BUDYNKOW PASMOWYCH POSADOWIONYCH NA GRUNTACH STABYCH = CONDITIONS PREALABLES A LA STIPULATION DE TAUX INDISPENSABLE ET DES FREQUENCES DE MESURE DE L'AFFAISSEMENT DES BATIMENTS EN BANDE FONDES SUR DES SOLS MAUVAISGIL J; MAZUR A.1979; PRZEGL. GEOL.; POL; DA. 1979; VOL. 51; NO 11; PP. 12-14; ABS. RUM/ENG/FRE; BIBL. 5 REF.Article

A simple shear strength model for interlayer shear weakness zoneXU, Ding-Ping; FENG, Xia-Ting; CUI, Yu-Jun et al.Engineering geology. 2012, Vol 147-48, pp 114-123, issn 0013-7952, 10 p.Article

Setback overcome at Three ValleysELLIOTT, I.Tunnels & tunnelling. 1986, Vol 18, Num 10, pp 54-59, issn 0041-414X, 4 p.Article

Gullfaks C features new foundation designOcean industry. 1986, Vol 21, Num 4, pp 262-264, issn 0029-8026, 2 p.Article

Trafficability control system for a tractor traveling up and down a weak slope terrain using initial track belt tensionMURO, T.Soils and foundations. 1995, Vol 35, Num 1, pp 55-64, issn 0038-0806Article

Conception et construction de viaducs dans le sol sableux d'Ioose. Viaduc d'Abashiri de la ligne Senmoh des Chemins de fer JaponaisUMEHARA, T; FUKUSHIMA, H.Tsuchi to kiso. 1986, Vol 84, Num 9, pp 33-38, issn 0041-3798Article

Design and performance of shotcrete-bolting support for a tunnel in a special weak rockTAO ZHEN-YU.Tunnelling and underground space technology. 1986, Vol 1, Num 1, pp 49-51, issn 0886-7798Conference Paper

Economy of conical and inverted dome shell foundations = Economie de fondations à l'aide d'une coque en forme de dôme inversé et coniqueKURIAN, N. P; SHAH, S. H.Journal of the Institution of Engineers. India. Civil Engineering Division. 1985, Vol 64, Num 5, pp 281-286, issn 0020-336XArticle

Portable crossings for weak soil areas and streamsMASON, L. E; GREENFIELD, P. H.Transportation research record. 1995, Num 1504, pp 118-124, issn 0361-1981Article

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Geotechnical Properties of Problem Soils Stabilized with Fly Ash and Limestone Dust in PhiladelphiaBROOKS, Robert; UDOEYO, Felix F; TAKKALAPELLI, Keerthi V et al.Journal of materials in civil engineering. 2011, Vol 23, Num 5, pp 711-716, issn 0899-1561, 6 p.Article

DYNAMIC COMPACTION OF GRANULAR SOILSLEONARDS GA; CUTTER WA; HOLTZ RD et al.1980; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 749; PP. 10-13; BIBL. 8 REF.Article

EARTH PRESSURE BALANCED SHIELD METHOD = METHODE DU BOUCLIER EQUILIBREE PAR LA PRESSION DU SOLMATSUSHITA H.1980; TUNNELS AND TUNNELLG; GBR; DA. 1980; VOL. 12; NO 1; PP. 47-49Article

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Investigation of a Pavement Premature Failure on a Weak and Moisture Susceptible BaseCHEN, Dar-Hao.Journal of performance of constructed facilities. 2009, Vol 23, Num 5, pp 309-313, issn 0887-3828, 5 p.Article