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Determining strength and deformation properties of settling loess when evaluating bearing capacity of foundations for buildings and structures (in Russian)
IIA
771110 BEARING CAPACITY OF COLL~/~ FOUNDATIONS IN
~ T s Rm~ED rN SAGGING SOILS ( 9 RUSS~A~) Vlasov, I V In: Structures and materials for construction in Siberia, Novosiblrsk, 1972 , P5-12 771111 DESIGN OF FOUNDATIONS, BASES AND B L ~ I ~ S S FOR
sm,n m m
om~-Ho (IN RUSSZAN)
Krutcw, V l Stroit Konstr, N25, 1975, P28-35
771ll2 U~Dm~EA~ED C A ~ - ~ - ~ L A ~ nTiS ZN T ~ N LAYERS OF SAGGnm G~OU~ (ZN RUSSZAN) Fil, I A Strolt Konstr, N26, 1975, I~6-~8 771113 CALCULATI~ BEARING CAPACITY OF CAST-IN-PLACE ~ m m ~ i o N s ZN ~ n ~ 1 ~ n ~ u N G ~ o (IN
~ ) Au~aklrov, A T Strolt Konatr, N26, 1975, P49-53
7711~4 PILE ~ I O N S ON SETTLnm GROUND u m ~ m SE~C C O ~ D ~ O N S (~N RUSSIAN) Aubakirov, A T Stroit Konatr, N26, 1975, P53-58
77~1~ Dm'EZ~MK~NG STRENm~ A~D DEFORM~TON ~OPERT;ES OF ~ N G
LOESS WHEN EVALUATING SEARING
c A P A c ~ OF FOU~AT~ONS FOR BUZLDINGS ~U~ STR~.S (IN RUSSU_N) Ryzhov, A M Stroit Konstr, N26, 1975, PlOl-107 771116 ASSIGNING BASE PRESSURES DURI~ THE REBUILDING OF STRUCTURES Sorochan, E A; Dvorkin, Y I Soil Mech Found Engng, V13, N2, March-April 1976, PI02-10~ Reports a study of soil properties in foundation beds of a number of structures in the textile industry, ard their time dependence. 771117 EXPERIMENTAL STUDY OF INTERACTION ~EIWEEN A VERTICALLY VIBRATING FOOTING AND ITS FOUNDATION Ilichev, V A; Taranov, V G Soil Mech Found Engr~, VI3, N2, March-April
1976, P105-no 771118 EFFICIENT APPLICATION OF PILE FOUNDATIONS TO RESIDENTIAL BUILDING CONSTRUCTION, FOR PURPO~S OF DISCUSSION Valeev, R K; Bo6danov , V F Soll Mech Found Engng, V13, N2, March-April 1976, Plll-120 Surveys the use of pile foundations in the USSR and makes recommendations for their economic application. 771119 PERFORMANCE OF PILES CAST IN PREDRIIIED HC~ES AND CONSOLIDATED MASSES DURING S L L ~ f Y P E ~ S OF SOILS SURROUNDING THEM DUE TO THEIR OWN WEIGHT Gupalenko, V I; Rudenko, A A Soil Mech Founl Emgng, VI3, N2, March-April 1976, P126-129 771120 CALCULATION OF DISPLAC~4EN2S OF FOUNDATIONS ON SANDY FOUNDATION HEDS ]~ECAUSE OF DYNAMIC EFFECTS Berezantseva, E V Soil Mech Found Engr~, VI3, N2, March-April 1976, P130-133 771121 ~ CONSTRUCTION MACHINE FOR SCREW PILE FOUNDATIONS (IN RUSSIAN) Vartanov, S K M~kha~z Stroit, NS, Ma~ 1976~ P22-23
771122 STRUCTURES OF F ~ I O N S
BUILT ON WEAK ~@J'ND
(zN RUSSLAN) Dalmatov, B I Min Vysah Sred Spets Obraz. Ivz VUZ Stroit Arkh, N3, 1976, P3-15 771123 FINITE k~RMEN~ METHOD APPLIED TO F O U N ~ I O N S FOR J01hTED ROCK MAS~ES Papanicolas, D M Sc thesis, Imperial College, Oct 1976, 178P Briefly reviews the elastic finite element method ani the simulation of Joints in the finite element methoi. Analyses and compares the results of the finite element method in a homogeneous lirear elastic case with mxistir~ theoretical formulae. Considers different factors influencing the stress distribution in the case of the application of the ubiquitous Joints, and discusses %he behaviour of stresses and displacements with discrete Joints.
Slopes 77112~ STABILITY ANALYSIS OF ROCK SLOPES FOR PLANE AND F~LUNE (ZN GEZC~N) Kovarl, K; Fritz, P Rock Mech I VS, 112, July 1976, P73-I13 A simple f o ~ l a #or plane slope failure is derived, which may be used for the design of anchcrs. The basic f c ~ a is also applied to the 3-dlmensional wedge problem, and in both cases .my be used to make a detailed parametric study without tlme-conmmKng calculations, mm.h as could be carried out on site. Graphs and a l~ogram far the Hawlett-Paeksrd HP-6~ pocket calculator are given. ~ e method is illustrated with some l~actical ~amples. 771125 PIT SLOPE DISPLACE~T MONITORING: AN AID TO OPEN PIT MINE OPERATION MseRae, A M R E~gng Min J, V177, Ng, Sept 1976, PI04-I07 Describes existing slope displacement monitorir~ systems s_nd some new develol~ents, includirg information on system accuracy, r a r ~ applicability ar~ cost, based on the author's past projects. Advantages and disadvar~ages of the systems are discussed, and suggestions made for future Improvements. Particulerlyj electronic distance measurement, photo6rA~--~try and sequential photography are described, the latter claimed to obviate the high cost and slow turnerounl time of conventional phot~rammetry. 771126 REGENERATION AND DUMP STABILIZATION AT ~ROKEN HILL Harris, J A Aust Min, V68, N6, July 1976, P39-40 Discusses the vegetative stabilization of a d%znp at Broken Hill, New South Wales, at a cost slightly greater than alternative physical methods such as coatings of clay~ 1~m~stone, soil, loam or cracker dust. However, costs would have been considerably greater had a cheap source of waste water not been available.
Hydraulic structures 771127 DRIFT ICE LOADs ON HYDRAULIC STRU6'I'[~E E~JPPCRTS (ZN RUSSIAN) Afanasev, V P Transp Stroit, N2, Feb 1976, PSI
771110 BEARING CAPACITY OF COLL~/~ FOUNDATIONS IN
~ T s Rm~ED rN SAGGING SOILS ( 9 RUSS~A~) Vlasov, I V In: Structures and materials for construction in Siberia, Novosiblrsk, 1972 , P5-12 771111 DESIGN OF FOUNDATIONS, BASES AND B L ~ I ~ S S FOR
sm,n m m
om~-Ho (IN RUSSZAN)
Krutcw, V l Stroit Konstr, N25, 1975, P28-35
771ll2 U~Dm~EA~ED C A ~ - ~ - ~ L A ~ nTiS ZN T ~ N LAYERS OF SAGGnm G~OU~ (ZN RUSSZAN) Fil, I A Strolt Konstr, N26, 1975, I~6-~8 771113 CALCULATI~ BEARING CAPACITY OF CAST-IN-PLACE ~ m m ~ i o N s ZN ~ n ~ 1 ~ n ~ u N G ~ o (IN
~ ) Au~aklrov, A T Strolt Konatr, N26, 1975, P49-53
7711~4 PILE ~ I O N S ON SETTLnm GROUND u m ~ m SE~C C O ~ D ~ O N S (~N RUSSIAN) Aubakirov, A T Stroit Konatr, N26, 1975, P53-58
77~1~ Dm'EZ~MK~NG STRENm~ A~D DEFORM~TON ~OPERT;ES OF ~ N G
LOESS WHEN EVALUATING SEARING
c A P A c ~ OF FOU~AT~ONS FOR BUZLDINGS ~U~ STR~.S (IN RUSSU_N) Ryzhov, A M Stroit Konstr, N26, 1975, PlOl-107 771116 ASSIGNING BASE PRESSURES DURI~ THE REBUILDING OF STRUCTURES Sorochan, E A; Dvorkin, Y I Soil Mech Found Engng, V13, N2, March-April 1976, PI02-10~ Reports a study of soil properties in foundation beds of a number of structures in the textile industry, ard their time dependence. 771117 EXPERIMENTAL STUDY OF INTERACTION ~EIWEEN A VERTICALLY VIBRATING FOOTING AND ITS FOUNDATION Ilichev, V A; Taranov, V G Soil Mech Found Engr~, VI3, N2, March-April
1976, P105-no 771118 EFFICIENT APPLICATION OF PILE FOUNDATIONS TO RESIDENTIAL BUILDING CONSTRUCTION, FOR PURPO~S OF DISCUSSION Valeev, R K; Bo6danov , V F Soll Mech Found Engng, V13, N2, March-April 1976, Plll-120 Surveys the use of pile foundations in the USSR and makes recommendations for their economic application. 771119 PERFORMANCE OF PILES CAST IN PREDRIIIED HC~ES AND CONSOLIDATED MASSES DURING S L L ~ f Y P E ~ S OF SOILS SURROUNDING THEM DUE TO THEIR OWN WEIGHT Gupalenko, V I; Rudenko, A A Soil Mech Founl Emgng, VI3, N2, March-April 1976, P126-129 771120 CALCULATION OF DISPLAC~4EN2S OF FOUNDATIONS ON SANDY FOUNDATION HEDS ]~ECAUSE OF DYNAMIC EFFECTS Berezantseva, E V Soil Mech Found Engr~, VI3, N2, March-April 1976, P130-133 771121 ~ CONSTRUCTION MACHINE FOR SCREW PILE FOUNDATIONS (IN RUSSIAN) Vartanov, S K M~kha~z Stroit, NS, Ma~ 1976~ P22-23
771122 STRUCTURES OF F ~ I O N S
BUILT ON WEAK ~@J'ND
(zN RUSSLAN) Dalmatov, B I Min Vysah Sred Spets Obraz. Ivz VUZ Stroit Arkh, N3, 1976, P3-15 771123 FINITE k~RMEN~ METHOD APPLIED TO F O U N ~ I O N S FOR J01hTED ROCK MAS~ES Papanicolas, D M Sc thesis, Imperial College, Oct 1976, 178P Briefly reviews the elastic finite element method ani the simulation of Joints in the finite element methoi. Analyses and compares the results of the finite element method in a homogeneous lirear elastic case with mxistir~ theoretical formulae. Considers different factors influencing the stress distribution in the case of the application of the ubiquitous Joints, and discusses %he behaviour of stresses and displacements with discrete Joints.
Slopes 77112~ STABILITY ANALYSIS OF ROCK SLOPES FOR PLANE AND F~LUNE (ZN GEZC~N) Kovarl, K; Fritz, P Rock Mech I VS, 112, July 1976, P73-I13 A simple f o ~ l a #or plane slope failure is derived, which may be used for the design of anchcrs. The basic f c ~ a is also applied to the 3-dlmensional wedge problem, and in both cases .my be used to make a detailed parametric study without tlme-conmmKng calculations, mm.h as could be carried out on site. Graphs and a l~ogram far the Hawlett-Paeksrd HP-6~ pocket calculator are given. ~ e method is illustrated with some l~actical ~amples. 771125 PIT SLOPE DISPLACE~T MONITORING: AN AID TO OPEN PIT MINE OPERATION MseRae, A M R E~gng Min J, V177, Ng, Sept 1976, PI04-I07 Describes existing slope displacement monitorir~ systems s_nd some new develol~ents, includirg information on system accuracy, r a r ~ applicability ar~ cost, based on the author's past projects. Advantages and disadvar~ages of the systems are discussed, and suggestions made for future Improvements. Particulerlyj electronic distance measurement, photo6rA~--~try and sequential photography are described, the latter claimed to obviate the high cost and slow turnerounl time of conventional phot~rammetry. 771126 REGENERATION AND DUMP STABILIZATION AT ~ROKEN HILL Harris, J A Aust Min, V68, N6, July 1976, P39-40 Discusses the vegetative stabilization of a d%znp at Broken Hill, New South Wales, at a cost slightly greater than alternative physical methods such as coatings of clay~ 1~m~stone, soil, loam or cracker dust. However, costs would have been considerably greater had a cheap source of waste water not been available.
Hydraulic structures 771127 DRIFT ICE LOADs ON HYDRAULIC STRU6'I'[~E E~JPPCRTS (ZN RUSSIAN) Afanasev, V P Transp Stroit, N2, Feb 1976, PSI