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Control and drainage of water in mine tailings dams
138A
Influence of dynamic loads due to explosions or earthquakes
z978,
see: 796o9~
Surface Structures 79614~ S ~ S NICAL
796149 CONSTRUCTION OF AN EMBANKMENT FOR THE STaPLECHASE COURSE OF THE OLYMPIC EQUESTRIAN SPORTS FACILITIES IN MOSCOW Krutov, V I; Eiduk, R P A Soil Mech Found Engng, VIS, N2, March-APril
BENEATH PRELOAD TEST FIIL. TECH-
Kaderabek, T J; Reynolds, R T J Geotech Engmg Div ASCE, Vl05, NGT6, June
1979, ~781-786 RePorts preloadlng of a site u m d ~ l a i n ~Ath loose s a ~ s and soft limestones, including a description of the site amd the settlements anticipated and produced by the prelosdlng.
Dams and e m b a n k m e n t s 796145 NE~ DAM CONSTRUCTION METHOD Dunsta~ M R H Consult Engr, V~3, NS, May 1979, P41-~d~ Describes the method of rolled coucrete dam construction amd discusses the beck~roumd to the method.
~-97
Describes this project -which required the use of local clays of high r~tural moisture content. Compressibility tests are reported and the construction method, incl~dimg soil compec~ion, is outlined. 796150 CONTROL AND DRAINAGE OF WATER IN MINE TAILINGS DAMS Bauer, G F In: Proc World COm~ess on Water in Mining and Unde~groumd Works (SIAMOS-78), Granada, spain, 18-22 Sept 1978, V2, Pl125-1137. Publ Granada: Asociacion Nacional de I~genieros de Minas, 1978 Discusses the design of a control system which will provide an adequate factor of safety, with particular reference tc seepage and liquefaction problems. Dam construction methods, use of drainage filters, amd monitoring of water pressures within amd beneath the dam are considered briefly.
Foundations 796151 STABILISATION OF SOIL WITH LIME COLUMNS Brcms, B B; Bcman, P Grour~ Emgng, VI2, ~ , May 1979, P23-32
796146 REGULATING THE TANA RIVER Piesold, D D A; HOdgson, C W; Baker, M C Consult Emgr, V42, NI0, Oct 1979, I~5"~8 (Part i), V~3, N3, March 1979, 1=63-66
(P~
2)
Describes the hydroelectric project started in 1978 at Hasimga on the T a m river in Eemya. Part i deals with site selection an~ investigation, Part 2 with design and mod~11~ng of the dam anl associated structures.
A new foundation method is described in which col~r~ manufactured in situ by mixing unslaked lime with soft clay are used to sUPport light structures amd road embankments. The 1~m~ colcan also be used as lateral s u l ~ in excavatioms instead of sheet piled walls. Methods are presented for calculation of total amd differential settlements as well as the consolidation rate.
796152 INVESTIG~ION OF THE DYNAMIC AND S T O I C STRESSES 796147 ~
DISPLACemenTS IN THE PRC~IMITY OF ~M-
am'~s
m m . T oN CSmmESSZ~U~ soils: A
Bourges~ F; Mieussens, C Bull Liaison Lab Fonts Chaussees~ NI01, MayJune 1979, F73-I00 This study is based on r.,meroua measurements of lateral displacements - ~ e at the foot of embankments built on compressible soils over a period of fifteen years. The a ~ s i s of the results makes it possible to propose a simple empirical method for forecasting free displacements of the soil at the completion of construction, and their evolution during the consolidation of the ccml~essible stratum. 7~i~8 ~
OF E M B ~ S
IN UNIVERSAL HEARING H-PILES Farid, M U Ground Ergng, VI2, N4, May 1979, P35-38 796153 c u ~ DEVELOPMENTS AID PILING P I O I ~ S Dadson, J New Civ Emgr, N351, 5 JUly 1979, P22-23 Discusses the use of electroosmosis to give increased lubrication and reduced drivlmg force in pile driving, a~i r e p , s frc~ an umderwater pile driving project in Texas City, USA. 796154 JACKED PILES IN LONDON CLAY: A SIWJDY OF LOAD TRANSFER AND S ~ N T UNDER WORKING CONDITIONS Cooke, R W; Price, G; Tarr, K Geotechnlque, V29, N2, Sane 1979, PI13-147
ON COMPRESSIBLE SOILS
DURING THE LOADING PHASE (IN FRENCH) Bigot, G; FO~rnier~ A Bull Liaison Lab Ponts Ch~ussees, NI01, MayJune 39?9, P129-131 Discusses the concept of the crit~ical height of an embankment u~lergoing settlement during com.~ua~ion a ~ descri~es equipment for in situ m o n i ~ I n g of settlement.
This paper describes a series of tests made on instrumented t~bular steel piles in the field to examine the mechamlsm of load transfer from piles in stiff clay. The piles were Jacked into the ground and during installation detailed measurements were made of the vertical movements of the soil near the grotu~i surface and at told-pile level ar~ of the dlstribution of load in the pile shafts. The main part of the study
Influence of dynamic loads due to explosions or earthquakes
z978,
see: 796o9~
Surface Structures 79614~ S ~ S NICAL
796149 CONSTRUCTION OF AN EMBANKMENT FOR THE STaPLECHASE COURSE OF THE OLYMPIC EQUESTRIAN SPORTS FACILITIES IN MOSCOW Krutov, V I; Eiduk, R P A Soil Mech Found Engng, VIS, N2, March-APril
BENEATH PRELOAD TEST FIIL. TECH-
Kaderabek, T J; Reynolds, R T J Geotech Engmg Div ASCE, Vl05, NGT6, June
1979, ~781-786 RePorts preloadlng of a site u m d ~ l a i n ~Ath loose s a ~ s and soft limestones, including a description of the site amd the settlements anticipated and produced by the prelosdlng.
Dams and e m b a n k m e n t s 796145 NE~ DAM CONSTRUCTION METHOD Dunsta~ M R H Consult Engr, V~3, NS, May 1979, P41-~d~ Describes the method of rolled coucrete dam construction amd discusses the beck~roumd to the method.
~-97
Describes this project -which required the use of local clays of high r~tural moisture content. Compressibility tests are reported and the construction method, incl~dimg soil compec~ion, is outlined. 796150 CONTROL AND DRAINAGE OF WATER IN MINE TAILINGS DAMS Bauer, G F In: Proc World COm~ess on Water in Mining and Unde~groumd Works (SIAMOS-78), Granada, spain, 18-22 Sept 1978, V2, Pl125-1137. Publ Granada: Asociacion Nacional de I~genieros de Minas, 1978 Discusses the design of a control system which will provide an adequate factor of safety, with particular reference tc seepage and liquefaction problems. Dam construction methods, use of drainage filters, amd monitoring of water pressures within amd beneath the dam are considered briefly.
Foundations 796151 STABILISATION OF SOIL WITH LIME COLUMNS Brcms, B B; Bcman, P Grour~ Emgng, VI2, ~ , May 1979, P23-32
796146 REGULATING THE TANA RIVER Piesold, D D A; HOdgson, C W; Baker, M C Consult Emgr, V42, NI0, Oct 1979, I~5"~8 (Part i), V~3, N3, March 1979, 1=63-66
(P~
2)
Describes the hydroelectric project started in 1978 at Hasimga on the T a m river in Eemya. Part i deals with site selection an~ investigation, Part 2 with design and mod~11~ng of the dam anl associated structures.
A new foundation method is described in which col~r~ manufactured in situ by mixing unslaked lime with soft clay are used to sUPport light structures amd road embankments. The 1~m~ colcan also be used as lateral s u l ~ in excavatioms instead of sheet piled walls. Methods are presented for calculation of total amd differential settlements as well as the consolidation rate.
796152 INVESTIG~ION OF THE DYNAMIC AND S T O I C STRESSES 796147 ~
DISPLACemenTS IN THE PRC~IMITY OF ~M-
am'~s
m m . T oN CSmmESSZ~U~ soils: A
Bourges~ F; Mieussens, C Bull Liaison Lab Fonts Chaussees~ NI01, MayJune 1979, F73-I00 This study is based on r.,meroua measurements of lateral displacements - ~ e at the foot of embankments built on compressible soils over a period of fifteen years. The a ~ s i s of the results makes it possible to propose a simple empirical method for forecasting free displacements of the soil at the completion of construction, and their evolution during the consolidation of the ccml~essible stratum. 7~i~8 ~
OF E M B ~ S
IN UNIVERSAL HEARING H-PILES Farid, M U Ground Ergng, VI2, N4, May 1979, P35-38 796153 c u ~ DEVELOPMENTS AID PILING P I O I ~ S Dadson, J New Civ Emgr, N351, 5 JUly 1979, P22-23 Discusses the use of electroosmosis to give increased lubrication and reduced drivlmg force in pile driving, a~i r e p , s frc~ an umderwater pile driving project in Texas City, USA. 796154 JACKED PILES IN LONDON CLAY: A SIWJDY OF LOAD TRANSFER AND S ~ N T UNDER WORKING CONDITIONS Cooke, R W; Price, G; Tarr, K Geotechnlque, V29, N2, Sane 1979, PI13-147
ON COMPRESSIBLE SOILS
DURING THE LOADING PHASE (IN FRENCH) Bigot, G; FO~rnier~ A Bull Liaison Lab Ponts Ch~ussees, NI01, MayJune 39?9, P129-131 Discusses the concept of the crit~ical height of an embankment u~lergoing settlement during com.~ua~ion a ~ descri~es equipment for in situ m o n i ~ I n g of settlement.
This paper describes a series of tests made on instrumented t~bular steel piles in the field to examine the mechamlsm of load transfer from piles in stiff clay. The piles were Jacked into the ground and during installation detailed measurements were made of the vertical movements of the soil near the grotu~i surface and at told-pile level ar~ of the dlstribution of load in the pile shafts. The main part of the study