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Seepage problems of earth and rockfill dams on rock foundations
60A
783119 FRICTION ROCK STABILIZERS - A NEW ROCK REINFORCE-
ME~T M W ~ K m Scott, J J In: Monograph i on Rock Mechanics Applications in Mining (New York: AIME, 1977), P242-249 Describes the friction rock stabiliser (Split Set), relxrts pullout tests, time depemdent rock deformation effects, comparison with resin grouted bolts, lab teats of shear resistance and of atra/n distribution, a~d discusses its compatibility with basic rock mechanics principles.
Groundwater problems 78312o CROSSING A WATER-LADEN FAULT Bruni, F Turm Tunnlg~Vl0, N2, 1978, P33-35 In the Gram Sasso tunnels of the Rome-Alba Adriatic motorway, a fault formed an interface between highly degradable materials and impermeable materials. In the latter water was present umder the high pressure of 6 MN/sq m. This a r t i ~ e describes the investigations carried out and the construction amd drair~ge measures adopted to make this critical crossing.
Surface Structures 783121 S O I L - S T R L ~ INTERACTION EFFECTS IN THE DESIGN OF NUCLEAR POWER PLANTS Seed, H B; Whitma~ R V; Ly-m~r, J In: Strt~ctural and Geotechnical Mechanics (Emglewood Cliffs, NJ: Prentice-Hall, 1977), P220-241
Dams and embankments See also: 783081 783122 ECONOMICS OF INS~UME~ATION FOR DAM S ~ I - L L A ~ Haws, E T Int Water Power Dam Constr, V30, N4, April 1978, P27-32 Instrumentation is considered both for commissioning and long term monitoring and includes deformation gauges, piezcme~ers and seepage measurement systems, plus total .presm~e cells for smbamkment dams, amd straim/temperature gauges for concrete dams. 783123 PORE PRESSURE AND MOVEMENT IN EMBANNMELT DAMS Pemsmm, A D M In% Water Power Dam Constr, V30, EW, April 1978, P32-39 Briefly reviews the history of instrumentation of embankment dams and discusses hydraulic piezometers, their sdvantages and disadvantages. Briefly mentions pneumatic plezmmeters and discusses the cross-arm gauge, water overflow gauge add horizontal plate gauge far measuring settlements. Discusses precise surveying and gives examples of well Instrumented dams.
783124 MEASURIh~3 DAM DEFORMATION BY GEODETIC TECHNIQUES Kagi, R Int Water Power Dam Constr, V30, N4, April
1978, m5-~8 Discusses the use of the geodetic methods of triar~ulation, trilateration, transverse survey, geometric levelling, t r i g o ~ I c height measurement, optical plumbir6 by vertical angle measxlrement, 783125 DAMS THAT I~WER END Hansen, K D; Avera, J K Int Water Power Dam Constr, V30, N3, March 1978, P25-27 Discusses the design amd construction of reservoirs enclosed by a sir~le endless embankment add describes 3 such projects in the USA. 783126 DAM SAFETY IN BRITISH COLUMBIA Hunt, H M; Roumd, R P D Int Water Power Dam Constr, V30, N1, Jan 1978 , P27-30 Mamy dams in BC were built b e f ~ e 1900. Thls srticle describes the development add implementation of a comprehensive inspection and s~rveillance programme. 783127 DESIGN OF EARTH AND ROCKFILL DAMS ~CR LA GRA~E Pare, J J; Larocque, G S; Schneeburger, C E Int Water Power Dam Constr, V30, N1, Jan 1978, P38-45 Describes the La Grands hydroelectric complex in northern Quebec, Canada, where about 150 earth and rockfill dams and dykes are to be constructed, concentrating on the design criteria developed for the purpose of staudardisirg these structures to a certain extent. 783128 BI-NATIONAL ITAII~J HYDROPOWER PROJECT. P~RTS I AND2 Cotrim, J R; Krauch, H W; Galazio da Rocha, J Int Water Power Dam Constr, Part i, V29, NlO, Oct 1977~ P40-47, Part 2, V29, Nll, Nov 1977, P44-52 Describes feasibility studies which led to the design of the Itaipu power plant and rerx~ts progress on construction. Discusses t h e site layout end geology. Psrt 2 describes the main dam, of hollow gravity type construction, and the other dams forming part of the project. 783129 BRAZILIAN DAM FAILURES: A PRk~_.I~41NARY REPORT Int Water Power Dam Constr, V29, NI0, Oct 1977, P51-53 Comprises the text of a preliminary report, issued by the Centrais Electricas de Sao Paulo, on the failure of the Euclides da Cunha and Armando de Salles Ollviera dams on 20 Jan 1977 . 783130 DISPLACEMEN9 FORECASTING FOR CONCRETE DAMS BO*~Idi, P; Fanelll, M; Guiseppetti, G Int WateT Power Dam Constr, V29, Ng, Sept
1977, ~2-5o Discusses the use of the finite element method with psrticulsr reference to the thermal component of displacements. A practical application i s given.
783119 FRICTION ROCK STABILIZERS - A NEW ROCK REINFORCE-
ME~T M W ~ K m Scott, J J In: Monograph i on Rock Mechanics Applications in Mining (New York: AIME, 1977), P242-249 Describes the friction rock stabiliser (Split Set), relxrts pullout tests, time depemdent rock deformation effects, comparison with resin grouted bolts, lab teats of shear resistance and of atra/n distribution, a~d discusses its compatibility with basic rock mechanics principles.
Groundwater problems 78312o CROSSING A WATER-LADEN FAULT Bruni, F Turm Tunnlg~Vl0, N2, 1978, P33-35 In the Gram Sasso tunnels of the Rome-Alba Adriatic motorway, a fault formed an interface between highly degradable materials and impermeable materials. In the latter water was present umder the high pressure of 6 MN/sq m. This a r t i ~ e describes the investigations carried out and the construction amd drair~ge measures adopted to make this critical crossing.
Surface Structures 783121 S O I L - S T R L ~ INTERACTION EFFECTS IN THE DESIGN OF NUCLEAR POWER PLANTS Seed, H B; Whitma~ R V; Ly-m~r, J In: Strt~ctural and Geotechnical Mechanics (Emglewood Cliffs, NJ: Prentice-Hall, 1977), P220-241
Dams and embankments See also: 783081 783122 ECONOMICS OF INS~UME~ATION FOR DAM S ~ I - L L A ~ Haws, E T Int Water Power Dam Constr, V30, N4, April 1978, P27-32 Instrumentation is considered both for commissioning and long term monitoring and includes deformation gauges, piezcme~ers and seepage measurement systems, plus total .presm~e cells for smbamkment dams, amd straim/temperature gauges for concrete dams. 783123 PORE PRESSURE AND MOVEMENT IN EMBANNMELT DAMS Pemsmm, A D M In% Water Power Dam Constr, V30, EW, April 1978, P32-39 Briefly reviews the history of instrumentation of embankment dams and discusses hydraulic piezometers, their sdvantages and disadvantages. Briefly mentions pneumatic plezmmeters and discusses the cross-arm gauge, water overflow gauge add horizontal plate gauge far measuring settlements. Discusses precise surveying and gives examples of well Instrumented dams.
783124 MEASURIh~3 DAM DEFORMATION BY GEODETIC TECHNIQUES Kagi, R Int Water Power Dam Constr, V30, N4, April
1978, m5-~8 Discusses the use of the geodetic methods of triar~ulation, trilateration, transverse survey, geometric levelling, t r i g o ~ I c height measurement, optical plumbir6 by vertical angle measxlrement, 783125 DAMS THAT I~WER END Hansen, K D; Avera, J K Int Water Power Dam Constr, V30, N3, March 1978, P25-27 Discusses the design amd construction of reservoirs enclosed by a sir~le endless embankment add describes 3 such projects in the USA. 783126 DAM SAFETY IN BRITISH COLUMBIA Hunt, H M; Roumd, R P D Int Water Power Dam Constr, V30, N1, Jan 1978 , P27-30 Mamy dams in BC were built b e f ~ e 1900. Thls srticle describes the development add implementation of a comprehensive inspection and s~rveillance programme. 783127 DESIGN OF EARTH AND ROCKFILL DAMS ~CR LA GRA~E Pare, J J; Larocque, G S; Schneeburger, C E Int Water Power Dam Constr, V30, N1, Jan 1978, P38-45 Describes the La Grands hydroelectric complex in northern Quebec, Canada, where about 150 earth and rockfill dams and dykes are to be constructed, concentrating on the design criteria developed for the purpose of staudardisirg these structures to a certain extent. 783128 BI-NATIONAL ITAII~J HYDROPOWER PROJECT. P~RTS I AND2 Cotrim, J R; Krauch, H W; Galazio da Rocha, J Int Water Power Dam Constr, Part i, V29, NlO, Oct 1977~ P40-47, Part 2, V29, Nll, Nov 1977, P44-52 Describes feasibility studies which led to the design of the Itaipu power plant and rerx~ts progress on construction. Discusses t h e site layout end geology. Psrt 2 describes the main dam, of hollow gravity type construction, and the other dams forming part of the project. 783129 BRAZILIAN DAM FAILURES: A PRk~_.I~41NARY REPORT Int Water Power Dam Constr, V29, NI0, Oct 1977, P51-53 Comprises the text of a preliminary report, issued by the Centrais Electricas de Sao Paulo, on the failure of the Euclides da Cunha and Armando de Salles Ollviera dams on 20 Jan 1977 . 783130 DISPLACEMEN9 FORECASTING FOR CONCRETE DAMS BO*~Idi, P; Fanelll, M; Guiseppetti, G Int WateT Power Dam Constr, V29, Ng, Sept
1977, ~2-5o Discusses the use of the finite element method with psrticulsr reference to the thermal component of displacements. A practical application i s given.