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Results 1 to 25 of 197842

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TEXTURALLY DIFFERENTIATED SOILS ON CALCAREOUS SILTY LOAMSTONKONOGOV VD; TURSINA TV.1982; SOV. SOIL SCI.; USA; DA. 1982; VOL. 14; NO 1; PP. 32-38; BIBL. 15 REF.; DE RUSSE EN ANGLAIS;[POCHVOVEDENIE; SUN; DA. 1982; NO 2; PP. 15-21]Article

THE INFLUENCE OF POLLUTION ON SOIL ENZYME ACTIVITY IN FOREST STANDSSOREANU I.sdSYMPOSIUM ON SOIL BIOLOGY. 4/1977/CLUJ-NAPOCA; ROM; BUCURESTI: EDITURA CERES; DA. S.D.; PP. 193-198; ABS. RUM; BIBL. 13 REF.Conference Paper

EXTREME MOISTURE REGIME AS THE MAIN LIMITING FACTOR OF THE FERTILITY OF SALT AFFECTED SOILSVARALLYAY G.1981; AGROKEM. TALAJTAN; HUN; DA. 1981; VOL. 30; SUPPL.; PP. 73-96; BIBL. 34 REF.Conference Paper

CARTE PEDOLOGIQUE DU SENEGAL OU 1/1000000.MAIGNIEN R.1965; O.R.S.T.O.M., NOTICE EXPLIC.; FRA; 1965, NUM. 0024, P. 1 A 63Map

ESTUDIO EDAFOLOGICO DEL SECTOR VILLAHERMOSA-CANAMARES (CIUDAD REAL) = ETUDE PEDOLOGIQUE DU SECTEUR DE VILLAHERMOSA-CANAMARES (REAL)SANTOS FRANCES F; BARAHONA FERNANDEZ E.1981; AN. EDAFOL. AGROBIOL.; ISSN 0365-1797; ESP; DA. 1981; VOL. 40; NO 9-10; PP. 1449-1483; ABS. ENG; BIBL. 5 REF.Article

A PROPOSED STANDARD TEST METHOD FOR A FREE FALL PENETRATION TESTRIGGS CO.1982; GEOTECH. TESTING J.; USA; DA. 1982; VOL. 5; NO 3/4; PP. 89-92Article

A PROPOSED STANDARD TEST METHOD FOR A FREE FALL PENETRATION TEST = METHODE PROPOSEE D'ESSAI NORMALISE POUR DES ESSAIS DE PENETRATION EN CHUTE LIBRERIGGS CO.1982; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 3-4; PP. 89-92Article

THE CONCEPT OF THE "PEDOSYSTEM"NIKITIN ED.1980; MOSCOW UNIV., SOIL SCI. BULL.; USA; DA. 1980; VOL. 35; NO 4; PP. 1-6; BIBL. 25 REF.; DE RUS;[VESTN. MOSK. UNIV., POCHVOVED.; SUN; DA. 1980; VOL. 35; NO 4; PP. 3-8]Article

ANALYSIS OF RELATIONSHIPS ESTABLISHED AMONG THE HORIZONS OF SODDYPODZOLIC FOREST SOILS BY STATISTICAL METHODSGERASIMOVA MI; PATSUKEVICH ZV.1980; MOSCOW UNIV., SOIL SCI. BULL.; USA; DA. 1980; VOL. 35; NO 4; PP. 7-13; BIBL. 15 REF.; DE RUS;[VESTN. MOSK. UNIV., POCHVOVED.; SUN; DA. 1980; VOL. 35; NO 4; PP. 9-14]Article

CONSOLIDATION UNIDIMENSIONNELLE DU SOL TENANT COMPTE DU FLUAGE DE LA STRUCTURE ET D'UNE POROSITE VARIABLE.SUKHAREV BV.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 3; PP. 50-55; BIBL. 6 REF.Article

SOLS ET PROFILS PEDOLOGIQUES DANS LE NORD DE LA FRANCEMATHIEU C; JAMAGNE M.1973; AMIENS C.R.D.P. 24 DIAPOSITIVES ?; 1973, P. 1 A 32Miscellaneous

LA REGION DES NIAYES (SENEGALDURAND JH.1973; BULL. SOC. LINN. BORDEAUX; FR. ; 1973, VOL. 3, NUM. 0003, P. 53 A 72Serial Issue

LES TROIS PRINCIPAUX TYPES DE TOPOSEQUENCES ET LES GRANDS TRAITS DE LA PEDOGENESE SUR LE SOCLE CRISTALLOPHYLLIEN DU CENTRE-TOGOLEVEQUE A.1972; O.R.S.T.O.M., COMITE TECH. PEDOL., BULL. LIAISON THEME B; FR. ; 1972, NUM. 0003, P. 15 A 28Serial Issue

CARTE PEDOLOGIQUE DU TOGO AU 1/1000000.LAMOUROUX M.1969; O.R.S.T.O.M., NOTICE EXPLIC.; FRA; 1969, NUM. 0034, P. 1 A 91Map

IGNITION REST FOR SOIL ORGANIC-CONTENT MEASUREMENT = ESSAI PAR COMBUSTION POUR MESURER LE COMPOSANT ORGANIQUE D'UN SOLAL KHAFAJI AAWN; ANDERSLAND OB.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT4; PP. 465-479; BIBL. 15 REF.Article

THE IMPORTANCE OF THE STRESS HISTORIES OF COHESIVE SOILS AND THE CONE PENETRATION TEST = IMPORTANCE DE L'HISTORIQUE DES TENSIONS DANS DES SOLS COHERENTS ET L'ESSAI DE PENETRATION PAR CONETHORBURN S; LAIRD CL; REID NM et al.1981; STRUCT. ENGR, A; ISSN 0039-2553; GBR; DA. 1981; VOL. 59A; NO 3; PP. 87-92; BIBL. 10 REF.Article

CONFRONTO TRA RESISTENZA ALLA PUNTA DEL PENETROMETRO STATICO E COESIONE NON DRENATA = COMPARAISON ENTRE RESISTANCE A LA POINTE DU PENETROMETRE STATIQUE ET LA COHESION NON DRAINEECICOGNANI M.1980; ING. FERROV.; ISSN 0020-0956; ITA; DA. 1980; VOL. 35; NO 7-8; PP. 599; ABS. FRE/ENG/GER; BIBL. 5 REF.Article

ABSCHAETZUNG DES SCHERWIDERSTANDES EINES DURCH STOPFVERDICHTUNG VERBESSERTEN BAUGUNDES = EVALUATION DE LA RESISTANCE AU CISAILLEMENT D'UN SOL DE FONDATION AMELIOREE PAR PIEU DE SOL COMPACTEPRIEBE.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 8; PP. 281-284; BIBL. 4 REF.Article

TENSILE PROPERTIES OF SOME COMPACTED SOILS = PROPRIETES DE TRACTION DE QUELQUES SOLS COMPACTESMOSAID AL HUSSAINI; TOWNSEND FC.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. CONVENTION AND EXPOSITION/1978/CHICAGO IL; USA; S.L.: ASCE; DA. S.D.; VOL. 3297; PP. 1-23; BIBL. 11 REF.Conference Paper

LATERAL EARTH PRESSURES IN EXPANSIVE CLAY SOILS = PRESSIONS LATERALES DES TERRES DANS LES ARGILES EXPANSIVESPUFHAL DE; FREDLUND DG; RAHARDJO H et al.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 2; PP. 228-241Article

A PRACTICAL MODEL FOR SECONDARY COMPRESSION = UN MODELE PRATIQUE DE COMPRESSION SECONDAIREKASUHARA K.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 45-56; BIBL. 21 REF.Article

PERMEABILITY TEST FOR UNSATURATED SOIL = ESSAI DE PERMEABILITE POUR DES SOLS NON SATURESDANIEL DE.1983; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1983; VOL. 6; NO 2; PP. 81-86; BIBL. 14 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

EFFECT OF RATE ON SOIL SHEAR STRENGTH AND SOIL-METAL FRICTION. 1. SHEAR STRENGTHSTAFFORD JV; TANNER DW.1983; SOIL TILLAGE RES.; NLD; DA. 1983; VOL. 3; NO 3; PP. 245-260; BIBL. 18 REF.Article

EINFLUSS MINERALISCHER UND KOMBINEITER MINERALISCH-ORGANISCHER DUENGUNG AUF AUSGEWAEHLTE BODENFRUCHTBARKEITSKENNZIFFERN (BFK) EINES GRUNDWASSERFERNEN SANDBODENS = INFLUENCE DE LA FERTILISATION MINERALE ET ORGANIQUE SUR LA FERTILITE DES SOLS SABLEUX HUMIDESKUNDLER P; SMUKALSKI M.1983; ARCH. ACKER-PFLANZENBAU BODENKD.; DDR; DA. 1983; VOL. 27; NO 5; PP. 307-315; BIBL. 15 REF.Article

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