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RECOMMANDATIONS AMERICAINES RELATIVES AUX FOUILLESYOKEL FY; CHUNG RM; STANEVICH RL et al.1982; BATIM. INTERNATION.; FRA; DA. 1982; VOL. 10; NO 3; PP. 143-151; (5 P.); BIBL. 5 REF.; IDEM ENGArticle

CAN TRENCH CAVE-IN DEATHS BE CUT.1977; CIV. ENGNG; U.S.A.; DA. 1977; VOL. 47; NO 7; PP. 82-86Article

AMENAGEMENT DU FORUM DES HALLES. SOUTENEMENT DE LA FOUILLE, PAROIS, TIRANTS, DRAINAGE.COLAS DES FRANCS E.1977; CONSTRUCTION; FR.; DA. 1977; VOL. 32; NO 6; PP. 281-286Article

STUDY OF IMMERSION PROCESS OF PILING DURING CONSOLIDATING OF WALLS OF AN EMERGENCY REPAIRED EXCAVATIONMAVLYUTOV RM; ZHILKINA LA; SUIRIDOVA LT et al.1978; TRANSP. KHRAN. NEFTI NEFTEPROD.; SUN; DA. 1978; NO 9; PP. 28-30; BIBL. 3 REF.Article

TIEBACKS SUPPORT EXCAVATIONS WITHOUT BROCEING.GOLDBERG DT; GORDON MD.1977; CIV. ENGNG; U.S.A.; DA. 1977; VOL. 47; NO 12; PP. 62-65Article

VERY LARGE SPAN OPENINGS AT SHALLOW DEPTH: DEFORMATION MAGNITUDES FROM JOINTED MODELS AND F.E. ANALYSIS = TRES GRANDES OUVERTURES A UNE FAIBLE PROFONDEUR: AMPLITUDES DES DEFORMATIONS A PARTIR DE MODELES JOINTSBARTON N; HANSTEEN H.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA CA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 2; PP. 1331-1353; BIBL. 19 REF.Conference Paper

HYDRAULIC UPLIFT OF THE BASE OF A DEEP EXCAVATION IN OXFORD CLAY = RUPTURE PAR SOULEVEMENT DU A UNE PRESSION HYDRAULIQUE A LA BASE D'UNE FOUILLE PROFONDE DANS L'ARGILE D'OXFORDMOORE JFA; LONGWORTH TI.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 1; PP. 35-46; ABS. FRE; BIBL. 12 REF.; 5 ILL.Article

A STUDY OF GROUND MOVEMENT AND PROGRESSIVE FAILURE CAUSED BY A DEEP EXCAVATION IN OXFORD CLAYBURLAND JB; LONGWORTH TI; MOORE JFA et al.1977; GEOTECHNIQUE; GBR; DA. 1977; VOL. 27; NO 4; PP. 557-591; ABS. FRE; BIBL. 27 REF.; 28 ILL.Article

DETERMINATION DE LA CAPACITE DE CHARGE DES FONDATIONS EN TENANT COMPTE DU REMPLISSAGE DE L'EXCAVATIONTER MARTIROSYAN ZG; SHALIMOV GE.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROIKEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 6; PP. 32-40; BIBL. 5 REF.Article

GROUNDWATER AND DRAWDOWN IN A LARGE EARTH EXCAVATION = EAUX SOUTERRAINES ET RABATTEMENT DANS UNE FOUILLE EN PLEINE MASSEDEBIOIN F; LEE CF.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 2; PP. 185-202; ABS. FRE; BIBL. 18 REF.; 18 ILL.Article

ASNE DAY 1980. SESSION NO 7: OCEAN ENGINEERING1980; NAV. ENG. J.; ISSN 0028-1425; USA; DA. 1980; VOL. 92; NO 3; PP. 103-108Article

EVALUATION OF TIE-BACK ANCHOR RESPONSE.KAY JN; MOHAMED IQBRAL QAMAR.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 77-89; BIBL. 16 REF.Article

DRAGAGE. EVALUATION DU RENDEMENT DANS DES CONDITIONS DE TRAVAIL DIFFICILES.BECKER H; VOGEL E.1978; NAV. PORTS CHANTIERS; FR.; DA. 1978; NO 334; PP. 169-170Article

DAS UBERFLUTUNGSRISIKO EINER BAUGRUBE. = RISQUE D'INONDATION D'UNE EXCAVATIONVISCHER D.1977; WASSERWIRTSCHAFT; DTSCH.; DA. 1977; VOL. 67; NO 10; PP. 314-323; ABS. ANGL.; BIBL. 7 REF.Article

USE OF EARTH ANCHORS TO RESTRICT GROUND MOVEMENTSLEROY CRANDALL L; MALJIAN PA.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. FALL CONVENTION AND EXHIBIT/1977/SAN FRANCISCO CA; USA; DA. S.D.; PREPRINT 2974; 27 P.Conference Paper

DETERMINATION DES PARAMETRES DES TALUS DANS LES EXCAVATIONS DE CONSTRUCTIONSKONDRASHOV V YA.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 3; PP. 27-31; BIBL. 3 REF.Article

BURIED FLEXIBLE PIPE PERFORMANCE IN THE PROXIMITY OF NEW EXCAVATIONS.NESBEITT WD.1978; PUBLIC WORKS; U.S.A.; DA. 1978; VOL. 109; NO 3; PP. 80-81; BIBL. 4 REF.Article

ANALYSE ET CALCUL DES PRINCIPAUX PARAMETRES DES APLANISSEURS DE FOND DES FOUILLES ET TRANCHEESSIKHIMBAEV SR.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 2; PP. 141-145; BIBL. 4 REF.Article

STRUCT LOADS IN A BRACED EXCAVATION IN SOFT CLAY.MOORE PJ; ERVIN MC.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 94-98; BIBL. 6 REF.Conference Paper

ZA ESTESTVENOTO NAPREGNATO SYSTOYANIE NA POCHVENITE OTLOZHENIYA I VLIYANIETO MU VYRKHU USTOJCHIVOSTTA NA IZKOPNI OTKOSI = SUR L'ETAT DES CONTRAINTES NATURELLES DE DEPOTS DE SOL SUR LA STABILITE DES TALUS DES FOUILLESKHAMAMDZHIEV KB; KHRISTOV TN.1982; VODNI PROBL.; ISSN 0204-8248; BGR; DA. 1982; VOL. 14; PP. 80-88; ABS. RUS/ENG; BIBL. 3 REF.; 10 ANAL.; 1 TAB. ; ANAL./TABL./ILL.Article

REGIONAL DISTRIBUTION OF IN SITU HORIZONTAL STRESSES IN ROCKS OF SOUTHERN ONTARIOLO KY.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 3; PP. 371-381; ABS. FRE; BIBL. 19 REF.; 12 ILL.Article

THE TOWN RECONSTRUCTION OF OBUDA AND THE PROTECTION OF ITS ARCHEOLOGICAL MONUMENTS = RECONSTRUCTION DE OBUDA ET PROTECTION DE SES MONUMENTS ARCHEOLOGIQUESKAISER AB.1979; ACTA TECH. ACAD. SCI. HUNG.; ISSN 0001-7035; HUN; DA. 1979; VOL. 88; NO 1-4; PP. 171-183; ABS. GERArticle

STABILITY OF VERTICAL CORNER CUT WITH CONCENTRATED SURCHARGE LOAD.GIGER MW; KRIZEK RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 31-40; BIBL. 4 REF.; 6 ILL.Article

FILTRATIONS DANS LES CAVITES SOUTERRAINES. APPLICATION A L'EPUISEMENT DES FOUILLES SUPERFICIELLES. II: CAVITES ELLIPSOIDALESCASSAN M.1979; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FRA; DA. 1979; NO 372; PP. 45-76; ABS. GER/ENG/SPA; BIBL. 6 REF.; 26 ILL.Article

LE TUNNEL DE L'AEROPORT DE ZURICH-KLOTENHASENFRATZ J.1980; ING. ARCHIT. SUISSES; CHE; DA. 1980; VOL. 106; NO 21; PP. 305-307Article

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