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au.\*:("KRINITZSKY EL")

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GEOLOGICAL INFLUENCES ON THE STABILITY OF CLAY SHALE SLOPES.KRINITZSKY EL; KOLB CR.sd7TH.ANNU.ENGNG.GEOL.SOILS.ENGNG.SYMP.MOSCOW-1969.-PROC.; , P. 160 A 175Miscellaneous

SPECIFYING EARTHQUAKE MOTIONS IN ENGINEERING DESIGN = SPECIFICATION DES MOUVEMENTS SISMIQUES DANS LA CONCEPTION TECHNIQUEKRINITZSKY EL; MARCUSON WF.1982; CONFERENCE ON SOIL DYNAMICS AND EARTHQUAKE ENGINEERING/1982/SOUTHAMPTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 587-603; BIBL. 2 P.; ILL.Conference Paper

EARTHQUAKE ANALYSIS OF FORT PECK DAM, MONTANA.MARCUSON WF III; KRINITZSKY EL; KOVANIC ER et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.: TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 287-292; BIBL. 10 REF.; 6 ILL.Conference Paper

DEFINITION OF THE EARTHQUAKE THREAT; OPENING REMARKSKRINITZSKY EL; BEAVERS JAMES E; DOMER RONALD G et al.1981; PROCEEDINGS OF EARTHQUAKES AND EARTHQUAKE ENGINEERING; THE EASTERN UNITED STATES; TWO VOLUMES; USA; ANN ARBOR, MI:ANN ARBOR SCI. PUBL.; DA. 1981; PP. 107; ISBN 0-250-40496-6Conference Paper

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