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au.\*:("STRAZER RJ")

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CONSOLIDATION STRAIN CONCEPT FOR SETTLEMENT DETERMINATION OF COMPRESSIBLE SOILS.CROWSER JC; STRAZER RJ.sdIN: ENG. GEOL. SOILS ENG. 12TH ANNU. SYMP. PROC.; BOISE, IDAHO; 1974; S.L.; DA. S.D.; PP. 13-24; BIBL. 3 REF.; 4 ILL.Conference Paper

SOIL PARAMETERS FOR DESIGN OF MT. BAKER RIDGE TUNNEL IN SEATTLESHERIF MA; STRAZER RJ.1973; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 111-122; BIBL. 4 REF.Serial Issue

DESIGN CONCEPTS FOR TIED-BACK EXCAVATIONSABBOTT RD; STRAZER RJ.sdIN: ENG. GEOL. SOILS ENG. 12TH ANNU. SYMP. PROC.; BOISE, IDAHO; 1974; S.L.; DA. S.D.; PP. 299-319; BIBL. 1 P.Conference Paper

DESIGN CONSIDERATIONS FOR DEEP RETAINED EXCAVATIONS IN OVER-CONSOLIDATED SEATTLE CLAYS.STRAZER RJ; BESTWICK LK; WILSON SD et al.1974; BULL. ASS. ENGNG GEOLOGISTS; USA; (ACT. CLAYS ENG. CONSTR. PRACT.; CONF.; DENVER; 1972),1974, VOL. 11, NUM. 0004, P. 379 A 397Miscellaneous

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