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Behaviour of an embankment on New York varied clay
32A
802153 BE~AVIOUR OF AN EMBA~4MENT ON NEW YORK VARVED CLAY Leathers, F D; Ladd, C C Can Geotech J, V]5, N2, May 1978, P250-268 802154 STABILITY OF STAGE-CONSTRUCTED H N B A N ~ S ON SOFT CLAYS Tavenas, F; Blancher, R; Garneau, R Can Geotech J, V15, N2, May 1978, P283-305 802155 UNDRAINED STRENGTH ANISOTROPY IN ~MBAh~
802163 PREDICTING CHA!%~]ES IN THE FLOW-STRESS STATE OF A FROZEN CORE OF A ROCK-EARTH DAM DURING ITS THAWING IN THE OPERATIONAL PERIOD Panov, S I US Arryy Cold Regions Research and Engineering Lab translation TL 704, Jan 1979, 10P Avail: NTIS, springfield, Va, 22151 USA (ADB-
034078 ) Foundations 802164 METHODS OF FOUNDATION E N G I ~ I N G . DEVELOPMENTS IN GEOTECHNTCAL ENGINEERING, VOL 24 Baza~, Z Amsterdam: Elsevier, 1979, 626P Includes: introduction, outline of theoretical fundamentals, shallow four~lation methods, deep foundation methods, special foundation methods (soil improvement, underwater foundations,
und~pirmlng). 802165 DRIVEN PILES IN CLAY - THE EFFECTS OF INSTAllATION AND SUBSEQUENT CONSOLIDATION Randolph, M F; Carter, J P; Wroth, C P Geotechnlque, V29, N4, Dec 1979, P361-393 Describes the results of numerical analysis of the effects of installing a driven pile. 802166 ANALYSIS OF THE VERTICAL DEFORMATION OF PILE GROUPS Randolph, M F; Wroth, C P Geotechnique, V29, N4, Dec 1979, P423-439 The approximate method of the authors (see abstract 793174) for the analysis of single vertically loaded piles is extended to groups of piles using the principle of superposition. There is good agreement with rigorous integral equation analyses. 802167 SOIL DISTURBANCE FROM PILE DRIVING ~N SENSITIVE CLAY Bozozuk, M; Felle~-lus, B H; S~mson, L Can Geotech J, Vl5, N3, Aug 1978 , P346-361 paper to 30th Canadian Geotechnlcal Conferer~e, saskatoon, Oct 1977 802168 DEFORMABILITY OF JOINTS AND ITS RELATION TO ROCK FOUNDATION Sh~LKMENTS Hungr, O; Coates, D F Can Geotech J, V]5, N2, May 1978 , P239-249 Considers aspects of the 'discontinuous' approach to prediction of settlements of foundations on jointed rock° Measurements of joint stiffness on samples of natural Joints in limestone and sandstone are reported. 802169 FOUNDATION DESIGN APPROACHES IN PERMAFROST AREAS Nixon, J F Can Geotech J, V15, N1, Feb 1978 , P96-112. paper to 1st Canadian Geoteehnical Colloqulum, Saskatoon, Oct 1977
802153 BE~AVIOUR OF AN EMBA~4MENT ON NEW YORK VARVED CLAY Leathers, F D; Ladd, C C Can Geotech J, V]5, N2, May 1978, P250-268 802154 STABILITY OF STAGE-CONSTRUCTED H N B A N ~ S ON SOFT CLAYS Tavenas, F; Blancher, R; Garneau, R Can Geotech J, V15, N2, May 1978, P283-305 802155 UNDRAINED STRENGTH ANISOTROPY IN ~MBAh~
802163 PREDICTING CHA!%~]ES IN THE FLOW-STRESS STATE OF A FROZEN CORE OF A ROCK-EARTH DAM DURING ITS THAWING IN THE OPERATIONAL PERIOD Panov, S I US Arryy Cold Regions Research and Engineering Lab translation TL 704, Jan 1979, 10P Avail: NTIS, springfield, Va, 22151 USA (ADB-
034078 ) Foundations 802164 METHODS OF FOUNDATION E N G I ~ I N G . DEVELOPMENTS IN GEOTECHNTCAL ENGINEERING, VOL 24 Baza~, Z Amsterdam: Elsevier, 1979, 626P Includes: introduction, outline of theoretical fundamentals, shallow four~lation methods, deep foundation methods, special foundation methods (soil improvement, underwater foundations,
und~pirmlng). 802165 DRIVEN PILES IN CLAY - THE EFFECTS OF INSTAllATION AND SUBSEQUENT CONSOLIDATION Randolph, M F; Carter, J P; Wroth, C P Geotechnlque, V29, N4, Dec 1979, P361-393 Describes the results of numerical analysis of the effects of installing a driven pile. 802166 ANALYSIS OF THE VERTICAL DEFORMATION OF PILE GROUPS Randolph, M F; Wroth, C P Geotechnique, V29, N4, Dec 1979, P423-439 The approximate method of the authors (see abstract 793174) for the analysis of single vertically loaded piles is extended to groups of piles using the principle of superposition. There is good agreement with rigorous integral equation analyses. 802167 SOIL DISTURBANCE FROM PILE DRIVING ~N SENSITIVE CLAY Bozozuk, M; Felle~-lus, B H; S~mson, L Can Geotech J, Vl5, N3, Aug 1978 , P346-361 paper to 30th Canadian Geotechnlcal Conferer~e, saskatoon, Oct 1977 802168 DEFORMABILITY OF JOINTS AND ITS RELATION TO ROCK FOUNDATION Sh~LKMENTS Hungr, O; Coates, D F Can Geotech J, V]5, N2, May 1978 , P239-249 Considers aspects of the 'discontinuous' approach to prediction of settlements of foundations on jointed rock° Measurements of joint stiffness on samples of natural Joints in limestone and sandstone are reported. 802169 FOUNDATION DESIGN APPROACHES IN PERMAFROST AREAS Nixon, J F Can Geotech J, V15, N1, Feb 1978 , P96-112. paper to 1st Canadian Geoteehnical Colloqulum, Saskatoon, Oct 1977