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au.\*:("FRANKLIN AG")

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SEISMIC STABILITY OF EMBANKMENT STRUCTURES = STABILITE SISMIQUE DE STRUCTURES EN REMBLAIFRANKLIN AG.1982; STRUCTURAL SAFETY; ISSN 512478; NLD; DA. 1982; VOL. 1; NO 2; PP. 141-154; BIBL. 16 REF.Article

NONLINEAR DYNAMIC RESPONSE OF SOFT CLAY.KRIZEK RJ; FRANKLIN AG.1969; A.S.T.M. SPEC. TECH. PUBL; USA; 1969, NUM. 0450, P. 96 A 114Miscellaneous

STATE OF THE ART OF UNDISTURBED SAMPLING OF COHESIONLESS SOILS = LE POINT SUR L'ECHANTILLONNAGE CONTINU DES MATERIAUX NON COHERENTSMARCUSSON WF; FRANKLIN AG.1980; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1980; VOL. 11; NO 1; PP. 31-53; BIBL. 2 P.; 2 TAB. ; ILL./TABL.Conference Paper

COMPLEX VISCOSITY OF A KAOLIN CLAY.FRANKLIN AG; KRIZEK RJ.1969; CLAYS CLAY MINER.; GBR; 1969, VOL. 17, NUM. 0002, P. 101 A 110Miscellaneous

DIRECTIONAL VARIATION OF ELASTIC WAVE VELOCITIES IN ORIENTED CLAYFRANKLIN AG; MATTSON PA.1972; CLAYS CLAY MINER.; G.B. ; 1972, VOL. 20, NUM. 0005, P. 285 A 293Serial Issue

DIRECTIONAL VARIATION OF ELASTIC WAVE VELOCITIES IN ORIENTED CLAY.FRANKLIN AG; MATTSON PA.1970; PROGRAM AND ABSTR. 19TH CLAY MINER. CONF.; 1970(10), P. 19Miscellaneous

TORSIONAL SHEAR TESTING TECHNIQUE FOR DYNAMIC PROPERTIES OF CLAY.KRIZEK RJ; FRANKLIN AG.1969; A.S.T.M. SPEC. TECH. PUBL; USA; 1969, NUM. 0450, P. 115 A 137Miscellaneous

VISCOELASTIC SHEAR RESPONSE OF A KAOLINITE.KRIZEK RJ; FRANKLIN AG.1967; INTERNATION. SER. MONOGR. EARTH SCI; GBR; 1967, VOL. 27, P. 227 A 240Miscellaneous

SEISMIC REFRACTION SURVEYING IN SOILS WITH VARIABLE PROPAGATION VELOCITY.SORIANO A; KRIZEK RJ; FRANKLIN AG et al.1977; SOILS FOUND.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 1-15; BIBL. 6 REF.; 14 ILL.Article

WELL CAPACITY FOR CONTINUOUS PERMEABILITY VARIATION.KRIZEK RJ; BAKER WH; FRANKLIN AG et al.1969; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; 1969(9), VOL. 95, NUM. 0003, P. 409 A 414Miscellaneous

CURRENT METHODS OF DYNAMIC ANALYSIS FOR SEISMIC STABILITY OF EARTH DAMS = METHODES COURANTES D'ANALYSE DYNAMIQUE DE LA STABILITE SISMIQUE DES BARRAGES EN TERREMARCUSON WF III; HADALA PF; FRANKLIN AG et al.1980; ENGNG GEOL.; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 19-28; BIBL. 21 REF.Article

CURRENT METHODS OF DYNAMIC ANALYSIS FOR SEISMIC STABILITY OF EARTH DAMS = METHODES COURANTES D'ANALYSE DYNAMIQUE DE LA STABILITE SISMIQUE DES BARRAGES EN TERREMARCUSON WF; HADALA PF; FRANKLIN AG et al.1980; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 19-28; BIBL. 1 P.; ILL.Article

FOUNDATION CONSIDERATIONS IN SITING OF NUCLEAR FACILITIES IN KARST TERRAINS AND OTHER AREAS SUSCEPTIBLE TO GROUND COLLAPSE = CONSIDERATIONS CONCERNANT LES FONDATIONS D'UNE CENTRALE NUCLEAIRE DANS DES TERRAINS KARSTIQUES ET AUTRES REGIONS SUSCEPTIBLES D'EFFONDREMENT SOUTERRAINFRANKLIN AG; PATRICK DM; BUTLER DK et al.1981; ; USA; DA. 1981-05; NUREG/CR/2062; 229; BIBL. 234 REF.; ILL.Report

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