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Settlement and limiting equilibrium of a layer of weak soil underlain by a rigid foundation bed. 5F, 1T, 8R
GROUND ~GNG,V9, N1,JAN.1976, P23-28. Cadeby Colliery is taken as a typical British lagoon during filling and behaviour during s.nd after filling is discussed. The authors conclude that the m~terial in the lagoon tested behaves as anticipated for a soft clay deposit, but that other lagoons have differences in the residue and the method of deposition, and that consequently great care must be taken in extrapolating from one lagoon to another.
Foundations See also abstracts: 337,413,441,450.
3~ VYALOV, SS MINDICH,AL Settlement and limiting equilibrium of a l~Ver of weak soil underlain by a rigid foundation bed. 5.~,IT, 8R. SOIL MECH. FOUND. E~GNG,Vll, N6,1974, P381-386.
This paper considers the effect of horizontal displacemerits of a soil medium upon the behavior of a pile group and describes a method for determination of the transverse displacements, b ~ d i n g moments, shear and longitudinal forces in the piles. 401 BYKOV,VI Experimental investigations of performance of horizontally loaded pile foundations. SO YL MECH .FOUND.~GNG. V12, N2,1975, P102-104. This paper presents results of tests which measured horizontal displacement with horizontal loading on single piles'and pile groups situated in loam and gravelly sand deposits. 402 G INZBURG, LY Evaluation of pile bearing capacity by dynamic tests. SOIL MECH .FOUND.ENGNG .VI2,N2,1975, P99- lO1. A short analytical comparison of static and dynamic pile penetration tests conducted in clay and sandy soils is presented.
395 STROGANOV,AS Bearing capacity of a plastically inhomogeneous foundation bed bounded by an underlying rigid layer.
IF,6R. SoIL MECH .FOUND.~GNG, VII, N6,1974, P399- 403.
3% DISCUSSIONS Concernir~ V.F.2~ukovs paper entitled - Is it necessary to take into account natural pressure when calculatlr~ the settlement of a ths~ing base. SOIL MECH.FOUND. ENGNG,V11, N6,1974, P~04-406.
397 MIEHEEV,W RYBKIN,GB SHEININ,VI Analysis of large-panel buildings on statistically heterogeneous foundation beds. SOIL MECH.FOUND. ~ G N G .VI2,N2,1975, PII5 -i19. The writers present various points relating to the analysis of a large-panel building on a statistically heterogensous foundation bed whose nonuniform compressibility is determined by the modulus of subgrade reaction.
398 KONOVAIOV,AA ROMAN,LT GOMAN, MA Determination of the settlement of soils on the basis of the natural porosity. SOIL MECH.FOUND. ~ G N G .VI2,N2,1975, PIll- i13. ~ e writers discuss the possibility of determining the settlements of structures on thawed and plastic-frozen soils, on the basis of the usual data from site investigation for the variation of the porosity of the undisturbed soil with depth.
399 GIAZER,SI SHKOLN IX, SS Analysis of annular foundations partially separated from the soil. SOIL MECH .FOUND.ENGNG .VI~,N2,1975, PI08- Ii0. A method is described for determining the dimensions of t h e c o m p r e s s i o n z o n e and t h e m s x ~ , m p r e s s u r e s o n t h e soil for annular foundations with their lower s urfa c e
4o3 CHICHKIN, AF KOBYLYATSKII, SF KOSHKINA, NV Settlement of co1,,,~a of forging and pressing plant. SOIL MECH.FOUND. ~GNG.V12, N2,1975, P90- 92.
4O4 KoZAR, NA BOR ISOV ,SM Experience with use of pile foundations in rural construction in Kazakhstan. SOIL MECH .FOUND.ENGNG, V12, N3,1975, P150-153. The authors illustrate cases of the use of short, driven and cast-in-place piles to support residential, school and agricultural construction. To assist in the design of the pile foundations they use static probe tests and also recommend use of engineerlng-geologic surveys and dynamic pile tests.
405 KISELEV,MF SAFONOV,VS SHUBAROVA, NP Construction of agricultural structures on heaving so ils. SOIL MECH .FOUND. ~GNG, VI2, N3,1975, P154-157. The depth of foundations on heaving soils depends on their depth of freezing, since under the effect of the tangential forces of frost heave considerable nonuniform displacement of shallow foundations can occur. The authors organised observations of the depth of freezing of soils on four exper~m~%tal greenhouse plots, in order to determine the necessary foundation depth.
44 G~NDEL, ~4 MEZH~OVSKII, VA Construction on thick strata of slump-prone soils and cultural deposits in the Samsrkand District. SOIL MECH .FOUND.~GNG, VI2, N3,1975, P158-160 • The authors recommend precautions for construction in areas of fill and made up ground. These include compaction of the base of the foundation excavation, provision of Jacking facilities, incorporation of basements, and rigid design of s~ 1 1 buildings on s~A11~ foundations.
partially separated from the soil.
407
4C0 SHAPIRO,DM Deformations of pile group under non-uniform horizontal displacememts of the soil. SOIL MECH .FOUND.~GNG. VI2, N2,1975, PI05 -i07.
F ILATOV ,AV BOIKO,NV BYKOV,VI Investigation of the bearing capacity of short situcast piles with an enlarged base. SOIL MECH. FOb~TD.~GNG, VI2, N8,1975, PI61-164.
Foundations See also abstracts: 337,413,441,450.
3~ VYALOV, SS MINDICH,AL Settlement and limiting equilibrium of a l~Ver of weak soil underlain by a rigid foundation bed. 5.~,IT, 8R. SOIL MECH. FOUND. E~GNG,Vll, N6,1974, P381-386.
This paper considers the effect of horizontal displacemerits of a soil medium upon the behavior of a pile group and describes a method for determination of the transverse displacements, b ~ d i n g moments, shear and longitudinal forces in the piles. 401 BYKOV,VI Experimental investigations of performance of horizontally loaded pile foundations. SO YL MECH .FOUND.~GNG. V12, N2,1975, P102-104. This paper presents results of tests which measured horizontal displacement with horizontal loading on single piles'and pile groups situated in loam and gravelly sand deposits. 402 G INZBURG, LY Evaluation of pile bearing capacity by dynamic tests. SOIL MECH .FOUND.ENGNG .VI2,N2,1975, P99- lO1. A short analytical comparison of static and dynamic pile penetration tests conducted in clay and sandy soils is presented.
395 STROGANOV,AS Bearing capacity of a plastically inhomogeneous foundation bed bounded by an underlying rigid layer.
IF,6R. SoIL MECH .FOUND.~GNG, VII, N6,1974, P399- 403.
3% DISCUSSIONS Concernir~ V.F.2~ukovs paper entitled - Is it necessary to take into account natural pressure when calculatlr~ the settlement of a ths~ing base. SOIL MECH.FOUND. ENGNG,V11, N6,1974, P~04-406.
397 MIEHEEV,W RYBKIN,GB SHEININ,VI Analysis of large-panel buildings on statistically heterogeneous foundation beds. SOIL MECH.FOUND. ~ G N G .VI2,N2,1975, PII5 -i19. The writers present various points relating to the analysis of a large-panel building on a statistically heterogensous foundation bed whose nonuniform compressibility is determined by the modulus of subgrade reaction.
398 KONOVAIOV,AA ROMAN,LT GOMAN, MA Determination of the settlement of soils on the basis of the natural porosity. SOIL MECH.FOUND. ~ G N G .VI2,N2,1975, PIll- i13. ~ e writers discuss the possibility of determining the settlements of structures on thawed and plastic-frozen soils, on the basis of the usual data from site investigation for the variation of the porosity of the undisturbed soil with depth.
399 GIAZER,SI SHKOLN IX, SS Analysis of annular foundations partially separated from the soil. SOIL MECH .FOUND.ENGNG .VI~,N2,1975, PI08- Ii0. A method is described for determining the dimensions of t h e c o m p r e s s i o n z o n e and t h e m s x ~ , m p r e s s u r e s o n t h e soil for annular foundations with their lower s urfa c e
4o3 CHICHKIN, AF KOBYLYATSKII, SF KOSHKINA, NV Settlement of co1,,,~a of forging and pressing plant. SOIL MECH.FOUND. ~GNG.V12, N2,1975, P90- 92.
4O4 KoZAR, NA BOR ISOV ,SM Experience with use of pile foundations in rural construction in Kazakhstan. SOIL MECH .FOUND.ENGNG, V12, N3,1975, P150-153. The authors illustrate cases of the use of short, driven and cast-in-place piles to support residential, school and agricultural construction. To assist in the design of the pile foundations they use static probe tests and also recommend use of engineerlng-geologic surveys and dynamic pile tests.
405 KISELEV,MF SAFONOV,VS SHUBAROVA, NP Construction of agricultural structures on heaving so ils. SOIL MECH .FOUND. ~GNG, VI2, N3,1975, P154-157. The depth of foundations on heaving soils depends on their depth of freezing, since under the effect of the tangential forces of frost heave considerable nonuniform displacement of shallow foundations can occur. The authors organised observations of the depth of freezing of soils on four exper~m~%tal greenhouse plots, in order to determine the necessary foundation depth.
44 G~NDEL, ~4 MEZH~OVSKII, VA Construction on thick strata of slump-prone soils and cultural deposits in the Samsrkand District. SOIL MECH .FOUND.~GNG, VI2, N3,1975, P158-160 • The authors recommend precautions for construction in areas of fill and made up ground. These include compaction of the base of the foundation excavation, provision of Jacking facilities, incorporation of basements, and rigid design of s~ 1 1 buildings on s~A11~ foundations.
partially separated from the soil.
407
4C0 SHAPIRO,DM Deformations of pile group under non-uniform horizontal displacememts of the soil. SOIL MECH .FOUND.~GNG. VI2, N2,1975, PI05 -i07.
F ILATOV ,AV BOIKO,NV BYKOV,VI Investigation of the bearing capacity of short situcast piles with an enlarged base. SOIL MECH. FOb~TD.~GNG, VI2, N8,1975, PI61-164.