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Evolution of cavern design for the strategic petroleum reserve
49A portant process that cannot be neglected in the assessment of a waste disposal scheme located in fractured porous rock. M e a s u r e m e n t o f w a t e r pressure and its effects 852067 Hydraulic and hydrogeological testing to determine the permeability of the pores or transmissivity of the fractures (In French) Manfredini, G Rev Fr Geotech N23, 1983, P31-42 The papers presented in session 3 may be broadly devided into 5 groups: (1) in situ determinations for characterizing a 'regional' permeability, (2) modern 'in borehole' testing techniques, (3) measurement of permeability at great depth, (4) theoretical and general analyses aiding in the correct interpretation of permeability tests and (5) case histories and special in situ tests. 39 refs.
Underground Excavations See also: 852228 852068 Proceedings of the 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983. 2 vois Sutcliffe, H (editor); Wilson, J W (editor) New York: AIME, 1983, 1258P Papers presented cover the following topics: excavating techniques; shaft excavation methods and systems; the excavation of large underground openings and high speed drill-blast tunnelling; soft ground tunnelling; construction work; economic consideration in underground excavation; industry finance and risk; and the economic importance of rapid excavation. 852069 Requirements and bases for the sinking of freeze shafts (In German and English) Hornemann, B Glackauf Vl19, N20, 20 Oct 1983, P968-972 (german), P392-395 (english) Aspects of the theory and practice of dimensioning the ice cone when planning and sinking freeze shafts are discussed: identification of valid technological indices of the frozen ground; spatial behaviour at the shaft bottom; and allowance for the time sequence. The importance, in terms of safety and cost effectiveness, of practical experience in the sinking of freeze shafts as a reliable basis for further developments is demonstrated. 852070 Sinking the Voerde freeze shaft (In German and English) Hegemann, J Glackauf VII9, N20, 20 Oct 1983, P972-978 (german), P395-398 (english) Difficulties were encountered in the drilling, shot firing and supporting during the sinking of the Voerde shaft to a depth of 612m. Particular problems were caused by damage to the freezing pipes. Extensive measurements of the movement of frozen ground were carried out, during the sinking operation. 852071 Geologist and the storage of nuclear wastes (In French) Goguel, J Rev Fr Geotech N23, 1983, PlOI-104
R.M.M,S. 22/2--F
Kllii@~ caverns for LPG Tnnn Tunnlg V16, N9, Sept 1984, P61-63 Report of a British Tunnelling Society meeting to discuss the Killingholme caverns, constructed in chalk, for the storage of liqueried petroleum gas. 852073 Evolution of cavern design for the strategic petroleum reserve Whittington, D W; Langston, R E Underground Space I/8, N4, 1984, P259-263 A brief history of the US Department of Energy Strategic Petroleum Reserve programme, describing the initial cavern design and construction methods utilized for crude oil storage in salt, alternative design and construction techniques, optimum design and construction methods and design cavern shapes versus asbuilt cavern shapes. 852074 MBTA Red Line Extension Northwest: the influence of geology on alignment and grade Keville, F M; Sutcliffe, H Proc 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983 VI, P62-72. Publ New York: AIME, 1983 The impact of the geotechnical exploration programme on the line and grade of the tunnels and the shaft configuration on the Red Line Extension NW, Massachusetts, USA, are described with comments on several aspects of the implementation of the project. 852075 Current methods of objective ground assessment for underground construction Rawlings, G E Proc 6th Rapid Excm~ation and Tunneling Conference, Chicago, 12-16 June 1983 VI, P73-86. Publ New York: AIME, 1983 852076 Tunneling at Forest Glen Station Washington, D.C. Metro Roberts, W W Proc 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983 V1, P238-252. Publ New York: AIME, 1983 Excavation of the Forest Glen Station and tunnels consisted of a twin-vault station; conventional drill and shoot tunnel; and a mixed faced tunnel; the main aspects being discussed. The use of dewatering, a boom type continuous miner and shotcrete in the mixed faced tunnel, along with hydraulic drills, bolts, and shotcrete proved to be effective methods. 852077 Exploratory shafts and underground test facility for the Waste Isolation Pilot Plant (WIPP) Frobenius, P; Chytrowski, B; Roberts, D; Wu, C L Proc 6th Rapid Excavation and Tmmeling Conference, Chicago, 12-16 June 1983 V1, P365-386. Publ New York: AIME, 1983 852078 Excavation and support of Gatinean Shaft Heuer, R E; Cox, W C; Loignon, J M Proc 6th Rapid F.xcaMtiom amd T m e l i q Comferenee, Chicago, 12-16 lnne 1983 Yl, P459-475. Publ New York: AIME, 1983
Underground Excavations See also: 852228 852068 Proceedings of the 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983. 2 vois Sutcliffe, H (editor); Wilson, J W (editor) New York: AIME, 1983, 1258P Papers presented cover the following topics: excavating techniques; shaft excavation methods and systems; the excavation of large underground openings and high speed drill-blast tunnelling; soft ground tunnelling; construction work; economic consideration in underground excavation; industry finance and risk; and the economic importance of rapid excavation. 852069 Requirements and bases for the sinking of freeze shafts (In German and English) Hornemann, B Glackauf Vl19, N20, 20 Oct 1983, P968-972 (german), P392-395 (english) Aspects of the theory and practice of dimensioning the ice cone when planning and sinking freeze shafts are discussed: identification of valid technological indices of the frozen ground; spatial behaviour at the shaft bottom; and allowance for the time sequence. The importance, in terms of safety and cost effectiveness, of practical experience in the sinking of freeze shafts as a reliable basis for further developments is demonstrated. 852070 Sinking the Voerde freeze shaft (In German and English) Hegemann, J Glackauf VII9, N20, 20 Oct 1983, P972-978 (german), P395-398 (english) Difficulties were encountered in the drilling, shot firing and supporting during the sinking of the Voerde shaft to a depth of 612m. Particular problems were caused by damage to the freezing pipes. Extensive measurements of the movement of frozen ground were carried out, during the sinking operation. 852071 Geologist and the storage of nuclear wastes (In French) Goguel, J Rev Fr Geotech N23, 1983, PlOI-104
R.M.M,S. 22/2--F
Kllii@~ caverns for LPG Tnnn Tunnlg V16, N9, Sept 1984, P61-63 Report of a British Tunnelling Society meeting to discuss the Killingholme caverns, constructed in chalk, for the storage of liqueried petroleum gas. 852073 Evolution of cavern design for the strategic petroleum reserve Whittington, D W; Langston, R E Underground Space I/8, N4, 1984, P259-263 A brief history of the US Department of Energy Strategic Petroleum Reserve programme, describing the initial cavern design and construction methods utilized for crude oil storage in salt, alternative design and construction techniques, optimum design and construction methods and design cavern shapes versus asbuilt cavern shapes. 852074 MBTA Red Line Extension Northwest: the influence of geology on alignment and grade Keville, F M; Sutcliffe, H Proc 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983 VI, P62-72. Publ New York: AIME, 1983 The impact of the geotechnical exploration programme on the line and grade of the tunnels and the shaft configuration on the Red Line Extension NW, Massachusetts, USA, are described with comments on several aspects of the implementation of the project. 852075 Current methods of objective ground assessment for underground construction Rawlings, G E Proc 6th Rapid Excm~ation and Tunneling Conference, Chicago, 12-16 June 1983 VI, P73-86. Publ New York: AIME, 1983 852076 Tunneling at Forest Glen Station Washington, D.C. Metro Roberts, W W Proc 6th Rapid Excavation and Tunneling Conference, Chicago, 12-16 June 1983 V1, P238-252. Publ New York: AIME, 1983 Excavation of the Forest Glen Station and tunnels consisted of a twin-vault station; conventional drill and shoot tunnel; and a mixed faced tunnel; the main aspects being discussed. The use of dewatering, a boom type continuous miner and shotcrete in the mixed faced tunnel, along with hydraulic drills, bolts, and shotcrete proved to be effective methods. 852077 Exploratory shafts and underground test facility for the Waste Isolation Pilot Plant (WIPP) Frobenius, P; Chytrowski, B; Roberts, D; Wu, C L Proc 6th Rapid Excavation and Tmmeling Conference, Chicago, 12-16 June 1983 V1, P365-386. Publ New York: AIME, 1983 852078 Excavation and support of Gatinean Shaft Heuer, R E; Cox, W C; Loignon, J M Proc 6th Rapid F.xcaMtiom amd T m e l i q Comferenee, Chicago, 12-16 lnne 1983 Yl, P459-475. Publ New York: AIME, 1983