- Email: [email protected]
Stresses in concrete caisson bells
2b,8A
2463 HURSMAN,JH CALLAGHAN,DJ Surface mining has s a f e t y problems t o o - a r e v i e w of the causal factors of accidents in surface coal mines - abstract of paper for the 1974 S~4E Fall Meeting, Acapulco. MINI~3 EN(~IN~ING, AIME 3V26, NS, AUG. 1974, P55.
2464 WAHI~OM, E UNIV. COLORADO, BOULD~R, USA Dams, dam foundations and reservoir sites. Textbook. Developments in geotechrdcal engineering. Vol. 6. Figs,Tabls,Ref s. ELSEVIER SCI.PUBL.CO.V6,1974, 278P. This book has been written with the conviction that safe construction of new dams ard reservoirs and constant monitoring of existing facilities are Joint responsibilities of engineers and geoscientists. The aspects of foundations that should be investigated and analyzed during periods of planning, construction and post-construction surveillance of dams and reservoirs are stressed. The contents are: Chapter i. About dams and reservoirs; 2. Rocks and unconsolidated deposits: c~igin, composition, and properties; 3. Excavation and filling of valleys; 4. Valleys in anisctropic rocks; 5. Groundwater hydrology of tu~formly permeable media; 6. Groundwater hydrolog), of anisotropic media; 7. Geology and groundwater hydrology of soluble rocks; 8. Mechanics of dam foundations; 9. Geological and geo!dlysical investigations of dam and reservoir sites; lO. Geotechnlcal aspects of dam and reservoir construction. Index.
2465 GRANT, R CKRI S~AN, JT VA/~4ARCKE, EH Differential settlement of bulldings.-Extensive settlement and differential settlement data for a wide range of soils arA structures are analyzed.14F,2T,6OR. J. GEOTECH. ENG~K}.DIV.V100, GTg, SEPT. 1974, P973- 991.
During t/~e ensuing discussion short-term-tests, steal bearing piles, driven piles going out of alignment :~n~ the complex analysis of pile groups were considered.
2469 ANONYMCUS Pile installation on Graythorp 1.-Brief details are given of the piling needed to install the first of the giant steel Jacket platforms for BP North Sea oil operations. 2F. GROUND ENGN3. VT, NS, SEI~. 1974, Ph8.
2470 KRYSTIL0V, IN Calculating the thickness of the loess settling zone beneath foundations - In Russian. 4R. OSNOVANIIA I FUNDA~NTY, V6,1973, i=75-78. 2471 BOBRITSKII, GM Design of plates for natural inhomcgeneity of ground bases - In Russian. 5R. OsNOVANIIA I FUNDAMENTY, V6,1973,PI3-19. 2472 ROMANOFF,M Corrosion evaluation of steel test piles exposed to permafrost soils. 1R. US NAT. BUR. STANDARDS. -MONOGRAPH, N127, MARCH, 1972, F23-30. 2473 MINTSKOVSKII, MI Features of the breakdown of loess bases.-In Russian. 6R. 0SNOVANIIA I ~JNDAMENTY, V6,1973, P68-96. 2474 MARCHENK0, VS TUGAENKO, IU Field studies of bearing ground deformation beneath single pyramidal piles and beneath pile foundations.In Russian. OSNOVANIIA I FUNDAMENIT, V6,1973, P04-88.
Embankments and embankment dams See abstract: 2391.
Dams other than embankment dams 2466 ZHORNIAK, SG Calculating elastic shifts of dams built on swamp. In Russian. 4R. TRANSPORTNOE S T R 0 1 ~ O , N63 JUNE, 19743 Pb.O-42.
2467 KORBER, J Dams in Austria. In Ge~umln. Textbook. 21F,20T,60R. 0STERE. WASSERWIRTSCHA~SBAND, VIENNA, 1974,105P.
Foundations See also abstracts: 23883~390.
z~58 FLEMING, WG THORBURN, S Raking of piles and lateral loading of piles. Informal discussion. PROC. INST. CIV. ENQRS. PART 1,V56, FEB, 1974, P125-126. Dr.Flemir~ opened this discussion with a description of the uses of raked piles amd their design and installation. Mr.Thorburn then discussed the subject of horizontal piles subject to lateral loads, and presented results of tests on pile groups driven 30ft into sand, by the US army. He also discussed instrt~entation of test piles.
2475 MEISNER, H UNIV .KARLSRUHE, D WIBEL, AR UNIV. KARLSRUHE, D Numerical solutions for boundary value problems in soll mechanics. 3F, 2R. DEI3TSCHE BEIT. ZUR GEOTECHNIK, N2,1974, P48-50. 2476 sCHAD 3 H LqNTV.STUTIDART, D HENES, R bqIIV.STUTTGART, D KIFfsCHENBACH, A U~qV. STUTTGART, D Stresses in concrete caisson bells. 5F, IR. DEUTSCHE BEIT.ZUR GEOTECHNIK, N2,1974 ,PI18-121. 2477 ~40LTCZYK, U UNIV. ~ A R T , D Improved technique for foundations on slopes. 7F, 5R. DEL~SCHE BEIT ZUR.GEOTECHNIK, N2,1974, P122-129. The applicability of injection anchors for pern~znent use in stiff clays and sands which has recently been permitred in the German Federal Republic, enables economic use of even poorly balanced slopes as sites for buildings, bridge piers and traffic facilities. Some practical proposals are presented here. Auth. 24"[8 SMOLTCZYK, U UNIV. STUTTG/d~T, D LJOTERUD 3L Uh-fV.STUTTGART, D Stabilizing sand grains by overhead water pressure in bell bottoms of caisson piles. 5F, IT. DEUTSCHE BEIT. ZUR. GEOTECHNIK, N2,1974, P137-141. Tests carried out with 6 different sands to study the ]owest hydraulic gradient necessary for stab~!!ty '~re
2463 HURSMAN,JH CALLAGHAN,DJ Surface mining has s a f e t y problems t o o - a r e v i e w of the causal factors of accidents in surface coal mines - abstract of paper for the 1974 S~4E Fall Meeting, Acapulco. MINI~3 EN(~IN~ING, AIME 3V26, NS, AUG. 1974, P55.
2464 WAHI~OM, E UNIV. COLORADO, BOULD~R, USA Dams, dam foundations and reservoir sites. Textbook. Developments in geotechrdcal engineering. Vol. 6. Figs,Tabls,Ref s. ELSEVIER SCI.PUBL.CO.V6,1974, 278P. This book has been written with the conviction that safe construction of new dams ard reservoirs and constant monitoring of existing facilities are Joint responsibilities of engineers and geoscientists. The aspects of foundations that should be investigated and analyzed during periods of planning, construction and post-construction surveillance of dams and reservoirs are stressed. The contents are: Chapter i. About dams and reservoirs; 2. Rocks and unconsolidated deposits: c~igin, composition, and properties; 3. Excavation and filling of valleys; 4. Valleys in anisctropic rocks; 5. Groundwater hydrology of tu~formly permeable media; 6. Groundwater hydrolog), of anisotropic media; 7. Geology and groundwater hydrology of soluble rocks; 8. Mechanics of dam foundations; 9. Geological and geo!dlysical investigations of dam and reservoir sites; lO. Geotechnlcal aspects of dam and reservoir construction. Index.
2465 GRANT, R CKRI S~AN, JT VA/~4ARCKE, EH Differential settlement of bulldings.-Extensive settlement and differential settlement data for a wide range of soils arA structures are analyzed.14F,2T,6OR. J. GEOTECH. ENG~K}.DIV.V100, GTg, SEPT. 1974, P973- 991.
During t/~e ensuing discussion short-term-tests, steal bearing piles, driven piles going out of alignment :~n~ the complex analysis of pile groups were considered.
2469 ANONYMCUS Pile installation on Graythorp 1.-Brief details are given of the piling needed to install the first of the giant steel Jacket platforms for BP North Sea oil operations. 2F. GROUND ENGN3. VT, NS, SEI~. 1974, Ph8.
2470 KRYSTIL0V, IN Calculating the thickness of the loess settling zone beneath foundations - In Russian. 4R. OSNOVANIIA I FUNDA~NTY, V6,1973, i=75-78. 2471 BOBRITSKII, GM Design of plates for natural inhomcgeneity of ground bases - In Russian. 5R. OsNOVANIIA I FUNDAMENTY, V6,1973,PI3-19. 2472 ROMANOFF,M Corrosion evaluation of steel test piles exposed to permafrost soils. 1R. US NAT. BUR. STANDARDS. -MONOGRAPH, N127, MARCH, 1972, F23-30. 2473 MINTSKOVSKII, MI Features of the breakdown of loess bases.-In Russian. 6R. 0SNOVANIIA I ~JNDAMENTY, V6,1973, P68-96. 2474 MARCHENK0, VS TUGAENKO, IU Field studies of bearing ground deformation beneath single pyramidal piles and beneath pile foundations.In Russian. OSNOVANIIA I FUNDAMENIT, V6,1973, P04-88.
Embankments and embankment dams See abstract: 2391.
Dams other than embankment dams 2466 ZHORNIAK, SG Calculating elastic shifts of dams built on swamp. In Russian. 4R. TRANSPORTNOE S T R 0 1 ~ O , N63 JUNE, 19743 Pb.O-42.
2467 KORBER, J Dams in Austria. In Ge~umln. Textbook. 21F,20T,60R. 0STERE. WASSERWIRTSCHA~SBAND, VIENNA, 1974,105P.
Foundations See also abstracts: 23883~390.
z~58 FLEMING, WG THORBURN, S Raking of piles and lateral loading of piles. Informal discussion. PROC. INST. CIV. ENQRS. PART 1,V56, FEB, 1974, P125-126. Dr.Flemir~ opened this discussion with a description of the uses of raked piles amd their design and installation. Mr.Thorburn then discussed the subject of horizontal piles subject to lateral loads, and presented results of tests on pile groups driven 30ft into sand, by the US army. He also discussed instrt~entation of test piles.
2475 MEISNER, H UNIV .KARLSRUHE, D WIBEL, AR UNIV. KARLSRUHE, D Numerical solutions for boundary value problems in soll mechanics. 3F, 2R. DEI3TSCHE BEIT. ZUR GEOTECHNIK, N2,1974, P48-50. 2476 sCHAD 3 H LqNTV.STUTIDART, D HENES, R bqIIV.STUTTGART, D KIFfsCHENBACH, A U~qV. STUTTGART, D Stresses in concrete caisson bells. 5F, IR. DEUTSCHE BEIT.ZUR GEOTECHNIK, N2,1974 ,PI18-121. 2477 ~40LTCZYK, U UNIV. ~ A R T , D Improved technique for foundations on slopes. 7F, 5R. DEL~SCHE BEIT ZUR.GEOTECHNIK, N2,1974, P122-129. The applicability of injection anchors for pern~znent use in stiff clays and sands which has recently been permitred in the German Federal Republic, enables economic use of even poorly balanced slopes as sites for buildings, bridge piers and traffic facilities. Some practical proposals are presented here. Auth. 24"[8 SMOLTCZYK, U UNIV. STUTTG/d~T, D LJOTERUD 3L Uh-fV.STUTTGART, D Stabilizing sand grains by overhead water pressure in bell bottoms of caisson piles. 5F, IT. DEUTSCHE BEIT. ZUR. GEOTECHNIK, N2,1974, P137-141. Tests carried out with 6 different sands to study the ]owest hydraulic gradient necessary for stab~!!ty '~re