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Behaviour of a shallow buried pipeline under static and rolling wheel loads
5IA
813087 BEHAVIOUR OF A SHALLOW BURIED PIPELINE UNDER STATIC AND ROLLING W R ~ LOADS Pocock, R G; Lawrence, J L; Taylor, M E Transport and Road Research Lab laboratory report 954, 1980, 23P Avail: TRRL, Old Wokingham Road, Crowtharne, Berks, UK
813092 MINI TUNNEL SOLVES IRISH SEWER P R O W ~ N Tunn Ttmnlg, V13, NI, Jan-Feb 1981, P56-58 Reports the use of the Mini Tunnel teehnlque to construct a 1.0m diameter tunnel along the line of an existing sewer beneath the streets of Dublin, Ireland. 813093 TUNNELLING RESEARCH FOR US HIGHWAYS AND URBAN RAIL SYST~NS Farquhar, 0 C Tunn Turallg, VI2, Nil, Dec 1980, P15-18
Mines 813088 ENGINEERING STUDY OF STRUCTURAL GEOLOGIC FEATURES OF THE HERRIN (NO 6) COAL AND ASSOCIATED ROCK IN ILLINOIS. VOLUME 1 - SUMMARY REPORT Krausse, H F; Damberger, H H; Nelson, W J USBM OFR 96 (1)-80, June 1979, 67P Reports a 3-year investigation by detailed mapping in mines, supplemented by regional computer mapping using drill-hole data, close rathe photogrammetry, physical testing of core samples, and clay mineralogical investigations of roof material. The objectives of this study were (i) to identify and describe geologic conditions that influence roof stability, (2) to relate roof performance to the geologic structure by detailed study within selected mines, (3) to present information on areal distribution of cc~parable geologic conditions that influence roof stability, (4) to compile from literature and files geotechzdcal data that pertain to roof stability, (5) to collect samples frem study areas by diamond drilling, (6) to show how to recognize, both in mines and in diamond drill cores, the various geologic features that influence roof stability, and (7) to propose areas of future research on the subject. Far Vol 2 see item 813089.
A report of a conference in Reston, Virginia, 1980, irmltlding sessions on site exploration, grounl support systems, construction monitoring and instrumentation, ground control, contracting and management, tunnel enviromments.
813094 PRESTRESSING n TUNNEL Brown, K Consult Engr, V45, NI, Jan 1981, P21-22 Discusses the use of prestress grouting cr interface grouting, where grout is pumped at high pressure into the interface between the concrete lining and the shotcrete, in the pressure tunnels and shafts of the Drakensberg pumped storage scheme in South Africa. 813095 TUNNELLING: JAPAN TAKEs THE LEAD Harding, P Civ Engng, London, Feb 1981, P20-23, 58 Surveys the Japanese tunnelling scene from both the ccammercial and technical point of view, discussing developments in the slurry shield method, earth pressure balanced shield, the mech;~nical earth pressure counter balance system and hard rock tunnelling.
Avail: NTIS, Springfield, Va, 22161 USA (PB
80-219454) 813089 ENGINEERING STUDY OF STRUCTURAL GEOLOGIC FEATURES OF THE HERRIN (NO 6) COAL AND ASSOCIATED ROCK IN ILLINOIS. VOLUME 2 - DETAILED REPORT Krausse, H F; Damberger, H H; Nelson, W J u~
OFR 96(2)-80, J ~
1979, 218P
For abstract see Vol 1 (item 813088)
813096 BALTIMORE's GOT THE SUBWAY EVERYONE LOVES Seltz-Petrash, A Civ Engng, NY, VSI, N1, Jan 1981, P42-45 Discusses the Baltimore metro currently under construction in which some earth tunnels were moved deeper into rock as a result of the geotechE[cal investigation, and which features extensive use of slurry trench walls amd compaction grouting.
Avail: NTIS, Springfield, Va, 22161 USA (PB
8o-129%2 )
Tunnels 813090 GIANT SIZE SLURRY SHIELD IS A SUCCESS IN TOKYO Watansbe, T; Yamazaki, H Tunn Tunnlg, VI3, NI, Jan-Feb 1981, P13-17 Discusses the use of a lOre diameter slurry shield in a double track railway tunnel in Tokyo, and the investigations into shield design, excavation monlterlng, slurry discharge (boulders up to 40cm were expected), amd slurry properties, which led to its adoption. 813091 HIGH PRESSURE WATER JETS AID T ~ S Batnmann, L; Heneke, J Tunn Tunmlg, V13, NI, Jan-Feb 1981, P21-26 Discusses experiments on a 2.6m diameter tunnelling machine in a sandstone quarry in Germar~, aimed at optimlsing the combination of water Jets and disk cutters from both the technical and economic point of view. mMM.S.
18/3
G
813097 STABILITY OF SHAllOW ~i~VNELS AND UNDERGROUND OPENINGS IN COHESIVE MATERIAL Davis, E H; Gunn, M J; Mair, R J Geotechnlque, V30, N4, Dec 1980, P397-~16 The paper considers three different shapes of shallow underground opening relevant to turmelling and upper and lower bound stability solutions are derived for collapse and undrained conditions. Solutions are also derived for assessment of the risk of blow-out failure caused by excessively high fluid pressures. Conditions are considered under which local collapse can occur independent of the cover above the tunnel. 813098 DEFORMATIONS AND PORE PRESSURES IN THE VICINITY OF A PRECAST, SEGMENEED, CONCRETE-LINED TUNNEL IN CLAY Palmer, J H L; Belshaw, D J Can Geotech J, V17, N2, May 1980, P174-184 Case study of tunnel instrumentation and monltering at Thunder Bay, Ontario, Canada.
813087 BEHAVIOUR OF A SHALLOW BURIED PIPELINE UNDER STATIC AND ROLLING W R ~ LOADS Pocock, R G; Lawrence, J L; Taylor, M E Transport and Road Research Lab laboratory report 954, 1980, 23P Avail: TRRL, Old Wokingham Road, Crowtharne, Berks, UK
813092 MINI TUNNEL SOLVES IRISH SEWER P R O W ~ N Tunn Ttmnlg, V13, NI, Jan-Feb 1981, P56-58 Reports the use of the Mini Tunnel teehnlque to construct a 1.0m diameter tunnel along the line of an existing sewer beneath the streets of Dublin, Ireland. 813093 TUNNELLING RESEARCH FOR US HIGHWAYS AND URBAN RAIL SYST~NS Farquhar, 0 C Tunn Turallg, VI2, Nil, Dec 1980, P15-18
Mines 813088 ENGINEERING STUDY OF STRUCTURAL GEOLOGIC FEATURES OF THE HERRIN (NO 6) COAL AND ASSOCIATED ROCK IN ILLINOIS. VOLUME 1 - SUMMARY REPORT Krausse, H F; Damberger, H H; Nelson, W J USBM OFR 96 (1)-80, June 1979, 67P Reports a 3-year investigation by detailed mapping in mines, supplemented by regional computer mapping using drill-hole data, close rathe photogrammetry, physical testing of core samples, and clay mineralogical investigations of roof material. The objectives of this study were (i) to identify and describe geologic conditions that influence roof stability, (2) to relate roof performance to the geologic structure by detailed study within selected mines, (3) to present information on areal distribution of cc~parable geologic conditions that influence roof stability, (4) to compile from literature and files geotechzdcal data that pertain to roof stability, (5) to collect samples frem study areas by diamond drilling, (6) to show how to recognize, both in mines and in diamond drill cores, the various geologic features that influence roof stability, and (7) to propose areas of future research on the subject. Far Vol 2 see item 813089.
A report of a conference in Reston, Virginia, 1980, irmltlding sessions on site exploration, grounl support systems, construction monitoring and instrumentation, ground control, contracting and management, tunnel enviromments.
813094 PRESTRESSING n TUNNEL Brown, K Consult Engr, V45, NI, Jan 1981, P21-22 Discusses the use of prestress grouting cr interface grouting, where grout is pumped at high pressure into the interface between the concrete lining and the shotcrete, in the pressure tunnels and shafts of the Drakensberg pumped storage scheme in South Africa. 813095 TUNNELLING: JAPAN TAKEs THE LEAD Harding, P Civ Engng, London, Feb 1981, P20-23, 58 Surveys the Japanese tunnelling scene from both the ccammercial and technical point of view, discussing developments in the slurry shield method, earth pressure balanced shield, the mech;~nical earth pressure counter balance system and hard rock tunnelling.
Avail: NTIS, Springfield, Va, 22161 USA (PB
80-219454) 813089 ENGINEERING STUDY OF STRUCTURAL GEOLOGIC FEATURES OF THE HERRIN (NO 6) COAL AND ASSOCIATED ROCK IN ILLINOIS. VOLUME 2 - DETAILED REPORT Krausse, H F; Damberger, H H; Nelson, W J u~
OFR 96(2)-80, J ~
1979, 218P
For abstract see Vol 1 (item 813088)
813096 BALTIMORE's GOT THE SUBWAY EVERYONE LOVES Seltz-Petrash, A Civ Engng, NY, VSI, N1, Jan 1981, P42-45 Discusses the Baltimore metro currently under construction in which some earth tunnels were moved deeper into rock as a result of the geotechE[cal investigation, and which features extensive use of slurry trench walls amd compaction grouting.
Avail: NTIS, Springfield, Va, 22161 USA (PB
8o-129%2 )
Tunnels 813090 GIANT SIZE SLURRY SHIELD IS A SUCCESS IN TOKYO Watansbe, T; Yamazaki, H Tunn Tunnlg, VI3, NI, Jan-Feb 1981, P13-17 Discusses the use of a lOre diameter slurry shield in a double track railway tunnel in Tokyo, and the investigations into shield design, excavation monlterlng, slurry discharge (boulders up to 40cm were expected), amd slurry properties, which led to its adoption. 813091 HIGH PRESSURE WATER JETS AID T ~ S Batnmann, L; Heneke, J Tunn Tunmlg, V13, NI, Jan-Feb 1981, P21-26 Discusses experiments on a 2.6m diameter tunnelling machine in a sandstone quarry in Germar~, aimed at optimlsing the combination of water Jets and disk cutters from both the technical and economic point of view. mMM.S.
18/3
G
813097 STABILITY OF SHAllOW ~i~VNELS AND UNDERGROUND OPENINGS IN COHESIVE MATERIAL Davis, E H; Gunn, M J; Mair, R J Geotechnlque, V30, N4, Dec 1980, P397-~16 The paper considers three different shapes of shallow underground opening relevant to turmelling and upper and lower bound stability solutions are derived for collapse and undrained conditions. Solutions are also derived for assessment of the risk of blow-out failure caused by excessively high fluid pressures. Conditions are considered under which local collapse can occur independent of the cover above the tunnel. 813098 DEFORMATIONS AND PORE PRESSURES IN THE VICINITY OF A PRECAST, SEGMENEED, CONCRETE-LINED TUNNEL IN CLAY Palmer, J H L; Belshaw, D J Can Geotech J, V17, N2, May 1980, P174-184 Case study of tunnel instrumentation and monltering at Thunder Bay, Ontario, Canada.