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Ways of minimizing earthwork volume in the Baykal Amur railroad construction (in Russian)
84A
784130 DEVELOPMENT OF CENTRI919GAL MCOELS TO STUDY THE INFLUENCE OF UI~LIFT PRESSURES ON THE STABILITY OF A FLOOD BANK Hind, C C; Marsland, A; Schofield, A N Geotechnique, V28, NI, 1978, P85-I06 In centrifuge teats, 1/60 and 1/75 scale model embar~ments were brought to an equilibri~n state representing an ideal prototype embar/ament constructed on a clay layer overlying a waterbearing pervious layer. The models were subjected to various combinations of gravity and uplift water pressure to study possible interaction between these different disturbing faces. The results indicate that interaction is unlikely to occur for a prototype bank and marsh layer having the same dimensions and soil properties as the model at the modelling acceleration. 784131 SEEPA(~ FLOW PROBLEMS BY VARIATIONAL INEQUALITIES: THEORY AND APPROXIMATION Kikuchi, N Int J Nun Anal Meth Geomech, V1, N3, July-Sept 1977, P283- 297 The theory of variational inequalities, which enables the formulation and solving of free boundary problems in fixed domains, is demonstrated by simple examples. The method is applied to the analysis of seepage flow throtwgh a rectangular dam with a free boundary. Practical solutions of variatior~l inequalities can only be made with the aid of approximation methods, and an approximation theory is developed by finite element methods.
784132 DIAMOND DRILLING CHECKS SAG~I~ OF N~W BELGIAN DAM Verbeeth, J Ind Diam Rev, March 1977, P88-90 Reports the use of diamond drill~ng to check the grouting of the rock below the base of the dam, and to provide some drainage holes. 784133 MONITORING SEEPAGE FLOWS THROUGH THE BODY AND FOUNDATION OF THE CONCRETE DAM AT THE KRASNOYARSK HYDROELECTRIC PLANT Petrovskii, M B; Sergeeva, N S Hydmo~eeh Constr, NI2. Dec 1976, P1210-1217 784134 CONSTRUL~flON OF THAWED EARTH DAMS UNDER SEVERE CLIMATIC CONDITIONS (IN RUSSIAN) Bii~, G F; Kudoiarov, L I In: SOVlet-American Workshop on Construction Technology under Cold Climatic Conditions, Moscow, 1977 784135 ROADBEDS IN AREAS OF EASILY WEATHERING ROCK, STABILITY OF HIGH EMBANKMENTS (IN RUSSIAN) Iakovleva, E A (editor) Moscow: Transport, 1977, 142P Contains a nun~er of papers on the subject incltrling design, construction, maintenance, embar~nnents of clay, clayey sandstone, mudstone and siltatone. 784136 INFLUENCE OF FROST HEAVE COUN~RMEASURES ON THERMAL REGIMES AND FROST P E N S I O N INTO
m~m~ENTS
(IN RUSSIAN)
Dydyahko, P I; Naba%ov, A B; Pershin, V P Tr Vses Nauch-issled Inst Zheleznodorozhn Transp, Moscow, V565, 1976, PI16-126
784137 INFLUENCE OF TEMPERATURE REGIME ON FROST DEFORM~ION OF ~ u N E M E N T S (IN RUSSIAN) Dydyshko, P I; Nabatov, A B; Kocherova, N D Tr Vses Nauch-issled Inst Zheleznodorzhn Transp, Moscow, %"365, 1976, P127-136
7841B8 s E I ~ C ~n~OD OF D E T E R ~ N G DEFOP~TIONS OF COImSrVE EARTH ~ m A ~ s U ~ E R USE (IN RUSS~) Konahin, G G; Kruglyi, A G Tr Vses Nauch-isaled Inst Zheleznodorozhn Tranmp, Moscow, V565, 1976, P165-179 784139 THERMAL REGIME AND STATE OF STRESS OF LONG BLOCKS IN THE KRASNOYARSK DAM (IN RUSSIAN) Epifanov, A P; Garkun, L M Izv Vses Nauch-Isaled Inst Gidrotekh, Leningrad, VI03, 1973, P235-245 784140 WAYS OF MINIMISING EARTHWORK VOLUME IN THE BAYKAL AMUR RAILROAD CONSTRUCTION (IN RUSSIAN) Peretrukhin, N A Transp Stroit, NS, Aug 1976, P41-43
Foundations 78~141 THE P R E S ~ AND FOUNDATION ENGINEERING Baguelin, F; Jezequel, J F; Shields, D H Rockport, Mass: Trans Tech Publications, 1978, 624P Contents: running the standard pressuremeter test, the recc~mended way to design fourdatioz pressuremeter theories, obtaining the most fr¢ the pressuremeter, other methods and equipment The book is aimed at the practising ergineer and contains design formulae and charts used in foundation engineering.
78414e PILES AND PILE FOUNDATIONS. A REFERENCE MANUAL (IN RUSSIAN) Meteliuk, N S; Shishko, G F; SOvoleva, A B Kiev: B~divelnik, 1977, 256P 784143 SMALL DIAN~'±".:MBORED INJECTION PILES Koreck, H W Ground Engng, VII, N4, May 1978, P14-20 Discusses equipment, installation techniques and construction for the cast-in-place reinfor ced concrete type, anchor type, Micropile-Tubf type and the mlni-core pile (Gewi pile), and calculation of their carrylrg capacity. Descrl some applications of these piles in practice. 784144 NOTE ON THE S ~ ~ OF PILED STRUCTURES Wood, L A Ground Engrg, VII, N4, May 1978, P38-42 The behaviour of am unusual six-storey office block supported on large diameter bored piles fourded in Lordon Clsy is discussed. The relevs_nt structural details and results of the sit investigation are summariaed. Computed and rues sured settlements are compared and a simple method derived for estimating total and differ ential settlements of piled structures. This procedure is then applied to another piled bui ing and again good agreement is obtained between the measured a~d computed settlement.
784130 DEVELOPMENT OF CENTRI919GAL MCOELS TO STUDY THE INFLUENCE OF UI~LIFT PRESSURES ON THE STABILITY OF A FLOOD BANK Hind, C C; Marsland, A; Schofield, A N Geotechnique, V28, NI, 1978, P85-I06 In centrifuge teats, 1/60 and 1/75 scale model embar~ments were brought to an equilibri~n state representing an ideal prototype embar/ament constructed on a clay layer overlying a waterbearing pervious layer. The models were subjected to various combinations of gravity and uplift water pressure to study possible interaction between these different disturbing faces. The results indicate that interaction is unlikely to occur for a prototype bank and marsh layer having the same dimensions and soil properties as the model at the modelling acceleration. 784131 SEEPA(~ FLOW PROBLEMS BY VARIATIONAL INEQUALITIES: THEORY AND APPROXIMATION Kikuchi, N Int J Nun Anal Meth Geomech, V1, N3, July-Sept 1977, P283- 297 The theory of variational inequalities, which enables the formulation and solving of free boundary problems in fixed domains, is demonstrated by simple examples. The method is applied to the analysis of seepage flow throtwgh a rectangular dam with a free boundary. Practical solutions of variatior~l inequalities can only be made with the aid of approximation methods, and an approximation theory is developed by finite element methods.
784132 DIAMOND DRILLING CHECKS SAG~I~ OF N~W BELGIAN DAM Verbeeth, J Ind Diam Rev, March 1977, P88-90 Reports the use of diamond drill~ng to check the grouting of the rock below the base of the dam, and to provide some drainage holes. 784133 MONITORING SEEPAGE FLOWS THROUGH THE BODY AND FOUNDATION OF THE CONCRETE DAM AT THE KRASNOYARSK HYDROELECTRIC PLANT Petrovskii, M B; Sergeeva, N S Hydmo~eeh Constr, NI2. Dec 1976, P1210-1217 784134 CONSTRUL~flON OF THAWED EARTH DAMS UNDER SEVERE CLIMATIC CONDITIONS (IN RUSSIAN) Bii~, G F; Kudoiarov, L I In: SOVlet-American Workshop on Construction Technology under Cold Climatic Conditions, Moscow, 1977 784135 ROADBEDS IN AREAS OF EASILY WEATHERING ROCK, STABILITY OF HIGH EMBANKMENTS (IN RUSSIAN) Iakovleva, E A (editor) Moscow: Transport, 1977, 142P Contains a nun~er of papers on the subject incltrling design, construction, maintenance, embar~nnents of clay, clayey sandstone, mudstone and siltatone. 784136 INFLUENCE OF FROST HEAVE COUN~RMEASURES ON THERMAL REGIMES AND FROST P E N S I O N INTO
m~m~ENTS
(IN RUSSIAN)
Dydyahko, P I; Naba%ov, A B; Pershin, V P Tr Vses Nauch-issled Inst Zheleznodorozhn Transp, Moscow, V565, 1976, PI16-126
784137 INFLUENCE OF TEMPERATURE REGIME ON FROST DEFORM~ION OF ~ u N E M E N T S (IN RUSSIAN) Dydyshko, P I; Nabatov, A B; Kocherova, N D Tr Vses Nauch-issled Inst Zheleznodorzhn Transp, Moscow, %"365, 1976, P127-136
7841B8 s E I ~ C ~n~OD OF D E T E R ~ N G DEFOP~TIONS OF COImSrVE EARTH ~ m A ~ s U ~ E R USE (IN RUSS~) Konahin, G G; Kruglyi, A G Tr Vses Nauch-isaled Inst Zheleznodorozhn Tranmp, Moscow, V565, 1976, P165-179 784139 THERMAL REGIME AND STATE OF STRESS OF LONG BLOCKS IN THE KRASNOYARSK DAM (IN RUSSIAN) Epifanov, A P; Garkun, L M Izv Vses Nauch-Isaled Inst Gidrotekh, Leningrad, VI03, 1973, P235-245 784140 WAYS OF MINIMISING EARTHWORK VOLUME IN THE BAYKAL AMUR RAILROAD CONSTRUCTION (IN RUSSIAN) Peretrukhin, N A Transp Stroit, NS, Aug 1976, P41-43
Foundations 78~141 THE P R E S ~ AND FOUNDATION ENGINEERING Baguelin, F; Jezequel, J F; Shields, D H Rockport, Mass: Trans Tech Publications, 1978, 624P Contents: running the standard pressuremeter test, the recc~mended way to design fourdatioz pressuremeter theories, obtaining the most fr¢ the pressuremeter, other methods and equipment The book is aimed at the practising ergineer and contains design formulae and charts used in foundation engineering.
78414e PILES AND PILE FOUNDATIONS. A REFERENCE MANUAL (IN RUSSIAN) Meteliuk, N S; Shishko, G F; SOvoleva, A B Kiev: B~divelnik, 1977, 256P 784143 SMALL DIAN~'±".:MBORED INJECTION PILES Koreck, H W Ground Engng, VII, N4, May 1978, P14-20 Discusses equipment, installation techniques and construction for the cast-in-place reinfor ced concrete type, anchor type, Micropile-Tubf type and the mlni-core pile (Gewi pile), and calculation of their carrylrg capacity. Descrl some applications of these piles in practice. 784144 NOTE ON THE S ~ ~ OF PILED STRUCTURES Wood, L A Ground Engrg, VII, N4, May 1978, P38-42 The behaviour of am unusual six-storey office block supported on large diameter bored piles fourded in Lordon Clsy is discussed. The relevs_nt structural details and results of the sit investigation are summariaed. Computed and rues sured settlements are compared and a simple method derived for estimating total and differ ential settlements of piled structures. This procedure is then applied to another piled bui ing and again good agreement is obtained between the measured a~d computed settlement.