STABILITY OF CLAY CHANNEL LININGS. = STABILITE DES REVETEMENTS DE CANAL EN ARGILEPARRY RHG.1978; INST. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; PART. 2; PP. 271-282; BIBL. 1 REF.Article

A NEW DIMENSION IN SOIL TESTING.PARRY RHG.1977; GROUND ENGNG; G.B.; DA. 1977; VOL. 10; NO 4; PP. 27-29; BIBL. 3 REF.; 7 ILL.Article

ESTIMATING FOUNDATION SETTLEMENTS IN SAND FROM PLATE BEARING TESTS. = CALCUL DES TASSEMENTS DES FONDATIONS SUR DU SABLE A PARTIR DES ESSAIS DE PORTANCE A LA PLAQUEPARRY RHG.1978; GEOTECHNIQUE; G.B.; DA. 1978; VOL. 28; NO 1; PP. 107-118; BIBL. 17 REF.Article

ESTIMATING BEARING CAPACITY IN SAND FROM SPT VALUES.PARRY RHG.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 9; PP. 1014-1019; BIBL. 9 REF.; 3 ILL.Article

UNDRAINED SHEAR STRENGTHS IN CLAYSPARRY RHG.sdIN: 1ST AUSTRALIA-NEW ZEALAND CONF. GEOMECH. MELBOURNE, 1971. PROC.; SYDNEY SECR. INST. ENG. AUSTRALIA ,, VOL. 1, P. 11 A 15Miscellaneous

FIELD AND LABORATORY BEHAVIOUR OF A LIGHTLY OVERCONSOLIDATED CLAY.PARRY RHG.1969; GEOTECHNIQUE; GBR; 1969(9), VOL. 19, NUM. 0003, P. 418 A 421Miscellaneous

SHEAR STRENGTH OF SATURATED REMOULDED CLAY.PARRY RHG.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS; 1965, VOL. 1, P. 333 A 337Miscellaneous

A STUDY OF PILE CAPACITY FOR THE HEATHER PLATFORM = UNE ETUDE DE LA CAPACITE D'UN PIEU DE LA PLATEFORME HEATHERPARRY RHG.1980; GROUND. ENG.; ISSN 0017-4653; GBR; DA. 1980; VOL. 13; NO 2; PP. 26-37; 5 P.; BIBL. 15 REF.; 1 TAB. ; TABL./ILL.Conference Paper

DETERMINING THE SHEAR STRENGTH OF CLAY CAKES IN THE CENTRIFUGE USING A VANE = DETERMINATION DE LA RESISTANCE AU CISAILLEMENT DES CAKES ARGILEUX DANS LA CENTRIFUGEUSE ET EN UTILISANT UNE VANNEDAVIES MCR; PARRY RHG.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 1; PP. 59-62; BIBL. 4 REF.; ILL.Article

STRESS-STRAIN BEHAVIOUR OF TWO COMPACTED CLAYS IN TENSION AND COMPRESSIONAJAZ A; PARRY RHG.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 3; PP. 495-512; BIBL. 1P.; 24 ILL.Article

ANISOTROPY IN HEAVILY OVERCONSOLIDATED KAOLINAMERASINGHE SF; PARRY RHG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 1277-1293; BIBL. 13REF.; 15 ILL.Article

AN UNCONFINED DIRECT TENSION TEST FOR COMPACTED CLAYS = ESSAI DE TRACTION DIRECT LIBRE POUR ARGILES COMPACTEESAJAZ A; PARRY RHG.1974; J. TESTG EVAL.; U.S.A.; DA. 1974; VOL. 2; NO 3; PP. 163-172; BIBL. 10 REF.Article

OBSERVATIONS ON LABORATORY PREPARED, LIGHTLY OVERCONSOLIDATED SPECIMENS OF KAOLIN.PARRY RHG; NADARAJAH V.1974; GEOTECHNIQUE; GBR; 1974, VOL. 24, NUM. 0003, P. 345 A 357Serial Issue

ANISOTROPY IN A NATURAL SOFT CLAYEJ SILTPARRY RHG; NADARAJAH V.1974; ENGNG GEOL.; NETHERL.; DA. 1974; VOL. 8; NO 3; PP. 287-309; BIBL. 18 REF.Article

DETERMINING THE SHEAR STRENGTH OF CLAY CAKES IN THE CENTRIFUGE USING A VANE = DETERMINATION DE LA RESISTANCE AU CISAILLEMENT D'AGGLOMERATS D'ARGILE EN CENTRIFUGEUSE A L'AIDE D'UN SCISSOMETREDAVIES MCR; PARRY RHG.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 1; PP. 59-65; BIBL. 4 REF.Article

BENDING TEST FOR COMPACTED CLAYS.AJAZ A; PARRY RHG.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG, DIV.; U.S.A.; DA. 1976; VOL. 102; NO 9; PP. 929-943; BIBL. 15 REF.; 12 ILL.Article

STRESS-STRAIN BEHAVIOUR OF TWO COMPACTED CLAYS IN TENSION AND COMPRESSION.AJAZ A; PARRY RHG.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0003, P. 495 A 512Serial Issue

ANISOTROPY IN HEAVILY OVERCONSOLIDATED KAOLIN.AMERASINGHE SF; PARRY RHG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0012, P. 1277 A 1293Serial Issue

AN UNCONFINED DIRECT TENSION TEST FOR COMPACTED CLAYS. = ESSAI DE TRACTION DIRECT LIBRE POUR ARGILES COMPACTEESAJAZ A; PARRY RHG.1974; J. TESTG EVAL.; USA; 1974, VOL. 2, NUM. 0003, P. 169 A 172Serial Issue

THE RESPONSE OF A SOFT CLAY LAYER TO EMBANKMENT LOADING.PENDER MJ; PARRY RHG; GEORGE PJ et al.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 169-173; BIBL. 8 REF.; 11 ILL.Conference Paper

ANISOTROPY IN A NATURAL SOFT CLAYEY SILT: DISCUSSION AND REPLY.BHASKARAN R; PARRY RHG; NADARAJAH V et al.1975; ENGNG GEOL.; NLD; 1975, VOL. 9, NUM. 0002, P. 155 A 158Serial Issue

THE RESPONSE OF A SOFT CLAY LAYER TO EMBANKMENT LOADING.PENDER MJ; PARRY RHG; GEORGE PJ et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 169-173; BIBL. 8 REF.Conference Paper