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Consolidation during construction of earth dams
35A
Surface Structures 782107 B~AVIOUR OF FOUNDATIONS AND STRUCTURES. STATEOF-THE-ART REPORT Burlamd, J B; Broms, B B; De Mello, V F B Proc 9th International Conference on Soil Mee/l~cs amd Founlation Engineering, Tokyo, 1977, V2, P495"5~6 Coverage is mainly restricted to s e t t l ~ n t of buildings and st~_ctures, although parts of the report are of wider applicability. Chapters are: (i) preamble, (2) serviceability, d ~ m ~ e arzl limiting settlement, (3) settlement prediction, (4) pile fotmdations, (5) soil-structure interaction, (6) monitoring the behaviour of foundations ani structures, (7) conclusions. 782108 BEHAVIOUR OF OFF-SHORE S T R U ~ S . PROCEEDINGS OF THE 1ST INTERNATIONAL CONF~qENCEj TRONDHEIM, 2-5 AUG 1976 (IN 2 VOWS) Tromdhelm: Norwegian Inst of Technology, 1976, VI, IO00P, V2, 676P Includes 16 papers in the Soils Session under theheadings: soils under cyclic loading, stability of gravity platforms, performance of platforms (including pile foumdations, instrumentation), and 4 papers in the session on Interaction of Soils-structures-waves. 782109 APPLICATION OF THE INITIAL STRESS METHOD TO SOIL STRUCTURE I ~ C T I O N Rowe, R K; Booker, J R; Balsam, N P Sydney Univ, School of Civil Engineering, research report R294, Oct 1976, 33P
782112 PROBLEMS ASSOCIATED WITH SPECIAL TYPES OF FILL DAMS. TRANSACTIONS OF THE 12TH INgER-
NATZONAi CONGRESS Or LAR~ DAMS ( ~ X C O CITY, 29 MARCH-2 APRIL 1976), V0L I Paris: Interma%iomal Commission on Large Dams, 1976, 849P Includes papers contributed to Question no 4/+ at the Congress, which considered the followirg aspects: use of materials of poor quality such as permafrost alterable rock and silt, mine railings dams including groumdwater pollution amd abandonment measures, ~=w materials and methods, repair techniques, costs.
782113 LEAKAGE INVESTIGATIONS AND DRAINAGE OF DAMS AND THEIR FOUNDATIONS. INfERNATIONAL CONGRESS CITY, 29 MARCH-2 APRIL Paris : International Dams, 1976, ll43P
TRANSACTIONS OF THE 12TH ON LARGE DAMS (MEXICO 1976), V0L 2 Commission on Large
Includes papers contributed to Question no 45 at the Congress, which considered the following aspects of leakage and drainage" methods of determining the origin and quantity of leakage, analysis of the history of leakage or seepage and its interpretation, particularly as affected by the dam, safety of the dam and its operation, design of drainage systems, monitoring amd maintaining drainage systems. Grouting amd remedial measures were not included.
782114 SOIL MECHANICS: RLrlTING IN ASPHALT PAV~4EETS, EMBANKMENgS ON VARVED CLAYS, AND FOUNDATIONS. TRANSPORTATION RESEARCH RECORD 616 Washir~ton, DC : National Academ~ of Sciences, Transportation Research Board, 1976, 106P A collection of 8 papers and 17 abridgments.
Dams and embankments 782110 CONSOLIDATION DURING CONSTRUCTION OF EARTH DAMS Cavounidis, S; Hoeg, K J G e o t e c h E n g n g D i v ASCE, V103, N([fl0, 1977, PI055-I067 An amalytical model for the consolidating of a zoned earth dam during incremental construction is used in a finite element computer program. A~tusl loads anl changes in volumetric strain are considered as generalised loads. The changes in pore-water pressures, total and effective stresses ard displacements that these loads produce ere followed throughout the construction period. Results are presented for a simplified 2-zone earth dam asst~ming both li*~sar and nonlinear elastic properties for the soil skeleton;
782111 PROCa~DINGS
Avail: TRB, NAS, 2101 Constitution Ave NW, Washington, DC, 20418, USA 782115 FOUNDATIONS FOR DAMS New York: ASCE, 1974, 472P Includes papers presented at an E rgineering Foumdation Conference held in 1974, arranged ~n the following sections: USA versus European grouting practices, foumdation construction problems - Curps of Engineers dams, foreign experience - dams on difficult sites, foundation maintenance - repairs and special problems, emgineers ar~ geologists.
782116 PORE PRESSURE DISTRIBUTION IN A ROCK FILL DAM Dingosov, G; Markov, G Proc 9th International Conference on Soil Mechanics and FOurzlation Engineering, Tokyo, 1977, VI, P481-484
OF THE SEMINAR ON DAM FAILURES - CAUSES
AND R~MEDIAL MEASURES, AACHEN, 6-7 Jan 1977
(IN am~u~) Publ Imst Found Engr~, Soil Mech, Rock Mech, Waterways Constr, ~ , 1977, 258P Contains the following papers: Rewlaw of causes of dam failure, by G Rouve, Repair of dam structures, with examples from the upper Hebringhanser and Kerspe dams, by B ~ e k , Ageing and repair of dam walls, by K H Idel and J Beckmann, Problems in constructing canal intersections, by M Hager, Coefficient of sliding friction during a fall of ground, by B BOucek, Dam failures, by G F Sowers, Dam failure by cracking, by B Gilg (all in German).
Reports msasl~rements carried out on the clay core of a 75m high rock fill dam in Bulgaria, amd compares them with data calculated from triaxial tests in the lab. 782117 NONLI~AR ANALYSIS OF A HIGH R(XYKFILL DAM ~nsrma, H D; Nayak, G C; Maheshwari, J B Proc 9hh International Conference on Soil Mechanics amd Foundation Engineerirg, Tokyo, 1977, V2, P143-146 Reports a finite element analysis of stresses and deformations in a 260m high rock fill dam umder reservoir full condition. A nonlinear hyperbolic material model was used with parabolic
Surface Structures 782107 B~AVIOUR OF FOUNDATIONS AND STRUCTURES. STATEOF-THE-ART REPORT Burlamd, J B; Broms, B B; De Mello, V F B Proc 9th International Conference on Soil Mee/l~cs amd Founlation Engineering, Tokyo, 1977, V2, P495"5~6 Coverage is mainly restricted to s e t t l ~ n t of buildings and st~_ctures, although parts of the report are of wider applicability. Chapters are: (i) preamble, (2) serviceability, d ~ m ~ e arzl limiting settlement, (3) settlement prediction, (4) pile fotmdations, (5) soil-structure interaction, (6) monitoring the behaviour of foundations ani structures, (7) conclusions. 782108 BEHAVIOUR OF OFF-SHORE S T R U ~ S . PROCEEDINGS OF THE 1ST INTERNATIONAL CONF~qENCEj TRONDHEIM, 2-5 AUG 1976 (IN 2 VOWS) Tromdhelm: Norwegian Inst of Technology, 1976, VI, IO00P, V2, 676P Includes 16 papers in the Soils Session under theheadings: soils under cyclic loading, stability of gravity platforms, performance of platforms (including pile foumdations, instrumentation), and 4 papers in the session on Interaction of Soils-structures-waves. 782109 APPLICATION OF THE INITIAL STRESS METHOD TO SOIL STRUCTURE I ~ C T I O N Rowe, R K; Booker, J R; Balsam, N P Sydney Univ, School of Civil Engineering, research report R294, Oct 1976, 33P
782112 PROBLEMS ASSOCIATED WITH SPECIAL TYPES OF FILL DAMS. TRANSACTIONS OF THE 12TH INgER-
NATZONAi CONGRESS Or LAR~ DAMS ( ~ X C O CITY, 29 MARCH-2 APRIL 1976), V0L I Paris: Interma%iomal Commission on Large Dams, 1976, 849P Includes papers contributed to Question no 4/+ at the Congress, which considered the followirg aspects: use of materials of poor quality such as permafrost alterable rock and silt, mine railings dams including groumdwater pollution amd abandonment measures, ~=w materials and methods, repair techniques, costs.
782113 LEAKAGE INVESTIGATIONS AND DRAINAGE OF DAMS AND THEIR FOUNDATIONS. INfERNATIONAL CONGRESS CITY, 29 MARCH-2 APRIL Paris : International Dams, 1976, ll43P
TRANSACTIONS OF THE 12TH ON LARGE DAMS (MEXICO 1976), V0L 2 Commission on Large
Includes papers contributed to Question no 45 at the Congress, which considered the following aspects of leakage and drainage" methods of determining the origin and quantity of leakage, analysis of the history of leakage or seepage and its interpretation, particularly as affected by the dam, safety of the dam and its operation, design of drainage systems, monitoring amd maintaining drainage systems. Grouting amd remedial measures were not included.
782114 SOIL MECHANICS: RLrlTING IN ASPHALT PAV~4EETS, EMBANKMENgS ON VARVED CLAYS, AND FOUNDATIONS. TRANSPORTATION RESEARCH RECORD 616 Washir~ton, DC : National Academ~ of Sciences, Transportation Research Board, 1976, 106P A collection of 8 papers and 17 abridgments.
Dams and embankments 782110 CONSOLIDATION DURING CONSTRUCTION OF EARTH DAMS Cavounidis, S; Hoeg, K J G e o t e c h E n g n g D i v ASCE, V103, N([fl0, 1977, PI055-I067 An amalytical model for the consolidating of a zoned earth dam during incremental construction is used in a finite element computer program. A~tusl loads anl changes in volumetric strain are considered as generalised loads. The changes in pore-water pressures, total and effective stresses ard displacements that these loads produce ere followed throughout the construction period. Results are presented for a simplified 2-zone earth dam asst~ming both li*~sar and nonlinear elastic properties for the soil skeleton;
782111 PROCa~DINGS
Avail: TRB, NAS, 2101 Constitution Ave NW, Washington, DC, 20418, USA 782115 FOUNDATIONS FOR DAMS New York: ASCE, 1974, 472P Includes papers presented at an E rgineering Foumdation Conference held in 1974, arranged ~n the following sections: USA versus European grouting practices, foumdation construction problems - Curps of Engineers dams, foreign experience - dams on difficult sites, foundation maintenance - repairs and special problems, emgineers ar~ geologists.
782116 PORE PRESSURE DISTRIBUTION IN A ROCK FILL DAM Dingosov, G; Markov, G Proc 9th International Conference on Soil Mechanics and FOurzlation Engineering, Tokyo, 1977, VI, P481-484
OF THE SEMINAR ON DAM FAILURES - CAUSES
AND R~MEDIAL MEASURES, AACHEN, 6-7 Jan 1977
(IN am~u~) Publ Imst Found Engr~, Soil Mech, Rock Mech, Waterways Constr, ~ , 1977, 258P Contains the following papers: Rewlaw of causes of dam failure, by G Rouve, Repair of dam structures, with examples from the upper Hebringhanser and Kerspe dams, by B ~ e k , Ageing and repair of dam walls, by K H Idel and J Beckmann, Problems in constructing canal intersections, by M Hager, Coefficient of sliding friction during a fall of ground, by B BOucek, Dam failures, by G F Sowers, Dam failure by cracking, by B Gilg (all in German).
Reports msasl~rements carried out on the clay core of a 75m high rock fill dam in Bulgaria, amd compares them with data calculated from triaxial tests in the lab. 782117 NONLI~AR ANALYSIS OF A HIGH R(XYKFILL DAM ~nsrma, H D; Nayak, G C; Maheshwari, J B Proc 9hh International Conference on Soil Mechanics amd Foundation Engineerirg, Tokyo, 1977, V2, P143-146 Reports a finite element analysis of stresses and deformations in a 260m high rock fill dam umder reservoir full condition. A nonlinear hyperbolic material model was used with parabolic