au.\*:("PENDER MJ")
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A MODEL FOR THE BEHAVIOUR OF OVERCONSOLIDATED SOIL. = MODELE MATHEMATIQUE POUR L'ETUDE DES SOLS SURCONSOLIDESPENDER MJ.1978; GEOTECHNIQUE; G.B.; DA. 1978; VOL. 28; NO 1; PP. 1-25; BIBL. 27 REF.Article
FINITE ELEMENT ANALYSIS OF AN EARTH DAM AND FOUNDATION.PARTON IM; PENDER MJ.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 233-237; BIBL. 9 REF.; 6 ILL.Conference Paper
FINITE ELEMENT ANALYSIS OF AN EARTH DAM AND FOUNDATION.PARTON IM; PENDER MJ.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 233-237; BIBL. 9 REF.; 6 ILL.Conference Paper
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
A COMPARISON OF THE RESULTS OF SPECIAL PRESSUREMETER TESTS WITH CONVENTIONAL TESTS ON A DEPOSIT OF SOFT CLAY AT CANVEY ISLAND.HUGHES JMO; WROTH CP; PENDER MJ et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 292-296; BIBL. 7 REF.; 6 ILL.Conference Paper
PRE-FAILURE DILATANCY AND THE STRESS DISTRIBUTION IN A CLOSELY JOINTED ROCK MASS = DILATANCE DE PRE-RUPTURE ET DISTRIBUTION DE CONTRAINTE DANS UN MASSIF ROCHEUX A FRACTURES RAPPROCHEESPENDER MJ; GRAHAM CJ; GRAY WJ et al.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. C165-C171; ABS. FRE/GER; BIBL. 8 REF.; ILL.Conference Paper