SCIENTIFIC ABSTRACT AKHVERDIYEV, B.A. - AKHVLEDIANI, Y.N.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000100620013-8
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: June 5, 2000
• Sequence Number: 13
• Publication Date: December 31, 1967
• Content Type: SCIENCEAB

AKHMDIYEV, B.A., Cand Phys Math Sci - (diss)
"Study of
certain physical properties of petroleum
fractions of the
-0~6*~
4&k!v4d:iy deposit." Balm., Pub Haase of
Azerbaydzhan Pedagogical
Inst, 1959, 16 pp -vyith graphs- (Min of
Education AzSSR.
Azerbaydzhan State Pedagogical Inst im V.I.
Lenin) 150 co,-,-"es
M, 34-59., 110)
- 3 -

AWZM, A.G.; AUMDMV, B.A.; AMRASLAkV, A.M.-. BAGIIRZA
, M-M-
Studying the thermomolecular properties of certain
esterans.
Dokl.AN Axerb,SSR 16 no-9:837-84o 16o. (MIRA13:12)
1. Aserbaydzhan' skly goaudarstvenrWy
pedagogicheakiy instituto
(Liquids-Thermal properties) (Vis,COBity)

ABASZADE, A~K.; AMRASIANOV., AA; AKHVFAMnEV, B.A.:
BAGIF=Ej, MJL
Investigating the thermal molecular properties of
some new ether
preparations. Dokl.AN Azerb.SSR 17 no.11:1017-1022
t61.
WIRA 15:2)
(Ethers--Thermal properties)

AKIRTMI'YEV, G.G.
Two cases of echinococcosis of the spleen. Azerb.
med. zhur.
no.10:64,66 0 161. (NM 15:6)
(SPIEEN-HYDATIDS)

AKHVERDIYEV G.I.;.TRIFELI, M.S.
~---
Protecting the underground utilities of cities
from corrosion.
Gaz.;Prom. 8 no.2:,43-1+6 163. (MIRA 17:8)

BAYASANOVY D.B.; AKHVrRDIYFV, G.J.
Remote control gauge for measuring the difference in
The "piPe-
ground" potentials in case of cathodic protection of
underground
structures. Gaz. delo no.~:17-19 164.
(MIRA 17:11)
1. Azerbaydzhanskiy politekhnicheskiy institut.

ZEYNALOV, M.M. j _ AIUIVERDIYEV, N.T.
Some characteristics of the Astrakhanka rud
volcanoes. Azerb.
nefti. khoz. 40 no. 3:11-13 Mr 161. (MIRA 14:5)
(Kobystari.-4tud volcanoes)

AXHVERDIYEV,l N.T.
Fracturing in carbonate 'rocks of Upper Cretaceous
sediments in
the Firsagatchay-Tudarchay interfluve (northern Kol7stan).
Azerb.neft.khoz. 41 no.3:5-7 Ag 162. (MMA Al)
(Nobystan--.Rocks,, Carbonate)

ALI-WEt Ak.A.; AKHVFMIYEV, N.T.; KHALILQV,
Stratigraphy of Campanian sediments
bearing region. Dokl. AN Azerb. SSR
1. Institut geologii AN AzerSSR.
E.A.
in the Kobystan oil- and gas-
20 no.2:33-37 164- (MIRA 17:6)

ArHVERDIYEV., O&GO
Hemodynamics in aged persons, Azerbomed.zhure 40 no,lt
7
Ja t63o fm3RA 160)
(ELOOD-GIRGLYLATIOR) (UMUTRICS)

-AMMRDIYEV, O.G. -
- -- ------- . -, - -- -, , " ~- -~ I
Influence of Baku weather on hemodynamics of
practically healthy
elderly and senile persons. Vop. geron. i geriat.
4:83-86 165.
(MIRA 18:5)
1. Otdel kardiologii Azerbaydzhanskogo IEKK AMN SSSR,
Baku.

AKIIVERDIYEV, O.G.
Changes in the
persons. Azerb.
cardiovascular system in elderly and senile
med. zhur. 41 no.800-57 Ag 164. (MIRA 18111)

. ~~~~KIRZOYIVA' N.V.
'w ---Ir-
Results of collecting, preserving, and planting vild herbaceous
plants in the Botanical Garden of the Academy of Sciences of the
Armenian S.S.R. Biul.Bot.eada no.8:37-45 149. (MLRA 9:8)
(Armsnta~-Plants--Collectlon and preservation)

USSR/CultivatcC. Plants Orna.jcntal. H.
"Obs JOIX Ref 7,,'iar Diol., 110 10, 10,58, 44395
Author
Inst llo"Comical G~ don-AS Ar;.,,c*-i.'Lc.,.n S9R
Titlo DLta on t~'.c ~JioloLy ol~ Iris in t!--c -Flora of
Armcmia.
Ori-E, -Pub Byill. Dotan. saOm AIT 1957, No 16,
Abstract 14 sp,~ci,:s a iris ,,-rDw in Armcmia. ISlacy arc
clividca into
t'nr,-o C;roups accordinf- to Vicir Oocorativc mic!
'~--iolwdcal
irisQs
j.'ron t, c soction Onco?aycluo, 2. Decorative frai tlic scc-
ti-on lopoLpn and Pof-,oniriu- 3. L-ss CLcccram'k.,ivu fro~l
tl2o
s,~clk-ion Roticulitn. Th.c nrticL~ rq~,:)rts Vltv v0sults o~
the ObacTvation-3 on ~Lowdopl.1,mt D~ Iria UoLpnitissi..
rm D. Som. in tht~ Do'Clan-ical GArcl--,n of-,t'--L.
Accie-~"',.y of'
Card 1/2
194

USSR/Cidtivated Plan't's Ornn.-.i-ntal.
Abs Jour Lhur Dial, lio 10) 1958) 44395
Sciumces of the Arnmian Sm. A duscriptiDli of the
sp,.:ci,!s is f~ivm. loccr",ions 3f natural cTowt'- anti
L"ac 50~ls vloro t7iloso wor'! found are L;ivc:i.
1. Undur Cl,"I'Llilrecl Cimlcli..
ti,xis t',.aii imcl-,r natural conOitions. Rc,:~~ilar
iratQriiir,
,,,Is 'U of the deco
.10 -Tcatest, '11-foct Oil "u-"c iqprov,~mo;lt
rativc qualitics of. this species. Mu cund'itions for
its cultivation aj)cl pmpar_pction are (!~~scribaCl. --
U.S.
Carc! 2/2

AKHVIIRDOV, A,A.; MIRZOYZVA, N.V.
-'A oas'eof anomly in Loontodon.amper Waldst. st Kit.
Siul*. Bot.
Skda [IRriv.] no.16:111.;.113 157. (KM 10:9 1
(Abnormlities (Planto)) (krunia-Leontodon)

AKHVERDOV, A.A.; MIRZOYEVA., N.V.
Duration of the virgin period., time of the first
flowering and
germination of wild species of the flora of Armenia in
cultivation. Trudy Bot.' inst. AN Am. SSR 13:53-93 162.
(MIRA 16:7)
(Armenia-Plant introduction)

AKHTERDOV, A. A.; WAKYAN, V.A.
Pseudovesicaria digitata (G.A. May.) Rupr- on MaLmt
Aragats
in Annenia. Izv. AN Arm. SSR. Biol. nauki 16
no.4t85-91163.
(MIRA 16:6)
1. Botanicheskiy institut U ArmSM
(ARAGAYS., MOUNT-PMDOVESIGMA)

AKHVEERDOV, A.A.; MIRZOYEVA, N.V.
Behavior of Alpira plants transferred to the 2one of the gravelly
wormwood semideser-ts. Trqdy Bot. inst. AN Arm.SSR 14:91-121 164.
(MIRA 18:3)

ALIYEV,, R.K.; GAUZIM, Ye.G.; IGONETS, G.Ya.; ~ ~M-
mHepaviO a new vitamin~-rich liver preparation,, its raw
materials
and produledon. Izv.AN Azerb.SSR.Ser.biol.i med.nauk
305-100 161.
(MM 14 t7)
(Liver extract)

AKffVERDOVJ, I.,,doktor tekhn. nauk; SHAPIRO, Ya.,
kand. tekhn. nauk;
--- - - RUDITSER, R., inzh.
Manufacturing three-dimensional prefabricated room
units by a
method of concreting on a horizontal stand. Zhil.
stroi. no.1-
7-10 164. (MTRA 18:11)
1. Chlen-korrespondent AN BSSR (for Akhverdov).

AKIfVERDOV,, 1. N.
--. I

1. AKffVERDOV, 1. N.
2. USSR (600)
4. Concrete Construction
7. New method of placing concrete in massive structures.
Stroi.prom. 30 no. 12, 1952
9. Monthly List of Russian Accessions', Library of Congress,
March 1953, Unclassified.
I...

AKHVEMOVO I.N., kand idat takhnichaskifth naufc;
GCDZIYZV, U.S., -kandidat -
siiic~ .. 1. - - . - ~ .- I -
--t9= Me __. _nauk-, OVADOVSKIYO I.H.j ~andidat
taidmichaskikh nauk;
XiUkAli,' B.N., kandidai t;k~Aic-hsskiih nauk,
redaktor; ROSTOVT.SUA,
M.P., redaktor-, PERSCK, M.N., tekhni-chAskiv radellctoi
(Lightweight concrete] legkit baton. )4ogkva, Goo.
lzd-vo lit-27 po
stroitalletvu i arkhitakture, 1955. 98 p. (MA 816)
(Lightweight concrete)

'i'- -imndidat tekhnicheakikh nauk; OVADOVSKIY, I.K.,
kandidat
AMRL cheskikh nauk; TUXANISHVILI, V.A., inzhener; POPOV,
A.N.,
kandidat takhnicheskikh nauk, nauchM7 redaktor; BEGAK.
B.A..
redaktor izdatel'stva; BOROVNIV, N.K., takhnicheakiy
radaktor
[Prestressed reinforced concrete floor slabs in the
building industry;
manufacture and use] Napriazhanno armiroyannye
plity-naetily v
stroitelletva; izgotovlenis i primenenie. Moskva, Goa.
izd-vo lit-ry
po stroit. i arkhitaktare, 1956. 96 p. (MLRA 9:10)
(Prestressed concrete)
(Concrete slabs)

AKHVNWV, I.N., Undidat tekhnicheskikh nauk.
___ It
Metbods for constructing reinforced concrete pile
for electric transmission and communication lines.
34 no.8:29-31 Ag '56.
foundations
Stroi. prom.
(MLRA 9:10)
(Electric lines--Poles)

HVERDOV N Doe Tech Sol -- (diss) "Problems of the General
Theory 4n---Be49& In Connection with Its Structural and
Teohnologi-
cal Peculiarities." Moe, 1957. 30 PP* (Acad of Babroeture
and
(24A-
Architecture U55R, Sol inwrut Inst of Betane and
NIMB), 120 copies. -aWipepapbri PP,
(KL, 7-=-,8, llo)
18

V7
/-/ A-~' //j / T'- ?D. /) 4P J/'
A- -11 - T /I .
AKEIVIRMV. I.N.; kand.tokhrk.nauk; OVADOVSKIY, I.M.,
kand.takhn,tauk
.
Bxperlence in manufacturing large-diameter high-pressure
reinforced concrete conduits. Stroi.prom. 35 no.6:6-9 Je
157. (MIRA 10:10)
(Pipe, Concrete)

810950
180.0 HSI, lif-0 S/097/60/000/009/001/008
A053/A026
AUTHORS: Akhverdov 4- I,.,N,.,,_,Doctor of Technical Sciences,
Shalimo, M..A. Engineer
TITLE. Influence of Vibration and Ultrasonic Oscillation on the
Structure Formation of Cement Stone
PERIODICAL: Beton i zhelezobeton, 1960, No. 9, pp- 403-408
TEXT: Strength and other properties of cement stones depend largely
on the density of the set coagulation structure of the cement paste.
There-
fore vibration should be considered as a means of obtaining maximum
binding
capacity of the cement. The author describes the process, which
results in
a more finely dispersed and denser coagulated structure of the cement
paste.
The redistribution of water is followed by an additional contraction
of the
system "cement-water". This can be proved by the results of
experiments,
which show a change in the volumetric weight of cement stone under
different
water-cement ratios in the cement paste, after having been subjected
io vi-
bration for a duration of 40 minutes. As can be seen in case of a
water-
cement ratio W/C = 0.23, the additional contraction as compared with
a water-
Card 1/5

89)80
S/097/60/000/009/001/008
A053/AO26
Influence of Vibration and Ultrasonic Oscillation on the
Structure Pormation
of Cement Stone
cement ratio.W/C - 0.265 (which is the normal density of
cement paste) a-
mounts to an increase in volumetxic weight equal to 5-5 %.
Additional con-
traction of the cement paste volume during the phase of
coagulating struc-
tural formation brings about an increase in strength of the
cement stone.
To determine this increase due to additional contraction of
the cement paste,
4 setf, of samples 10 x 10 x 10 cm were prepared, while two
values of water-
cement ~t'%tio were used. Contraction was achieved by means
of vibration with
different ''requencies, but with equal periods of duration.
With frequencies
ranging from 116 - 3,300 the volumetric weight increases 1-05
times and the
strength of the cement stone 1.45 - 1.50 times, as compared
with the volu-
met~~ic weight and strength of the control samples processed
by vibration
with a frequency of 46-5 OPS. Similar results were also
obtained from expe-
riments conducted by Yu. Ya. Stayerman. Experiments tending
to show the
amounts of Ca(OH)2 discharged by cement paste, revealed that
in the case of
cement paste, processed by vibration, the discharge was more
intense than
in oase of paste unprocessed by vibration. Results of all
tests showed that

89980
S/097/60/000/009/001/008
A053/AO26
Influence of Vibration and Ultrasonic Oscillation on the
Structure Formation
of Cement Stone
the strength of cement stone during the different phases of
hardening, after
vibration processing of the cement paste, is greater than the
strength of
corresponding samples obtained by hydration of cement in the
customary way
without preliminary vibration treatment. -It follows that the
strength of
cement stone is depending upon its density, which develops during
the ooagu-
lation process and structure formation of the cement paste.
Considerable
interest is presented by the results of vibration by means of
ultra-sound.
The article describes the ultrasonic treatment applied to cement
paste, en-
closed in molds 2 x 2 x 2 om by means of a concentrator with a
soldered-on
membrane; at 250 v the amplitude of the oscillation amounted to
20 - 60 mk
with a frequency of 20,000-25,000 cps- Experiments with surface
vibration
revealed that the penetration depth of ultrasonic waves depends
on the con-
centration of the hard phase in the oement pastes the smaller the
water-
cement ratio, the less deep is the penetration of the ultrasonic
wave. To
ascertain the increase in strength of cement stone resulting from
ultrasonic
treatment, a number of samples were processed with ultra-sound of
20,000 cps
Card 3/5

89980
S/097/60/000/009/001/008
A053/AO26
Influence of Vibration and Ultrasonic Oscillation on the Structure
Formation
of Cement Stone
frequency for periods varying from 0 to 540 seconds. The results of
this
experiment revealed that 180 seconds proved to be the optimum period,
past
which there was no more increase of strength to be observed. The
increase
in volumetrie weight and in strength of the cement stone, as achieved
by
mechanical means, equals the increase obtained by vibration, due to
pepti-
zation of the flocculi of the hard phase and due to a more even
redistribu-
tion of water in the cement paste. These processes are rendered more
ef-
fective under the influence of ultra-sound and in consequence of
dispersion
of particles. The author concludes that the increase in strength of
cement
stone processed by means of high frequency or ultra-sound is due to
addi-
tional contraction as well as to displacement of a certain amount of
free
watsr as a result of activation of physico-chemical processes in the
course
of coagulation and structure formation. The basic difference between
vi-
bration and ultra-sound treatment consists in the way in which
additional
contraction is obtained; in the first case it is in consequence of
breaking
up flocculi into separate grains without dispersion, which only takes
place
Card 4/5

0
,J9980
S/097/60/000/009/001/008
A053/A026
Influence of Vibration and Ultrasonic Oscillation on the
Structure Formation
of Cement Stone
in the event of ultrasonic treatment. Vibration treatment
contributes to-
ward an increased strength of cement stone, especially when
changing fre-
quency from 46.5 to 116 cps. Ultra-sound gives greater
strength, but the
rate of increase in strength depends upon the method of
processing the ce-
ment paste. There are 3 figures, 6 tables, 2 photographs and
5 references:
1 English, 1 French, 1 German and 3 Soviet.
Card 5/5

AKHVMOV, losif Nikola-yevich$ doktor tekhr4 nauk;
SVECFJN, T.N.$
nauc red.; FEDOROVA, T.N., red. izd-va; GOLIBERG,
T.M.,
tekhn. red.
[Highly durable concrete; experimental and
theoretical studies
in the technology of concrete) Vysokoprochnyi beton;
eksperi-
mentalInye i teoreticheskie issledovaniia po
tekhnologii betona.
Y,oskva,, Gos. izd-vo lit-ry po stroit., arkhit. i
stroit. ra-
terialam, 1961. 163. p. (Concrete) (MDU 15:3)

AKHR-RDOV , T
~.N., doktor tekim.nauk; ITSKOVICF, S.M., inzh.
Method for tensile testing conc 'te by splitting
samples.-Bet, i
zhel.-bet. no.1:19-23 ja 161. T (~MA 14:2)
(Concrete-Testing)

AKM-RDOV, IIN.,_doktor teklin.nauk
New developments in the technology of
reinforced-concrete centri-
fuged bell mouth pipes. Bet. i zhel.-bet no-5:195-200
MY 161.
(MIRA 14:6)
1. Chlen-liorrespondent AN BSSR.
(Pipe, Concrete)

AKHVERDOV, I.N.., prof.., doktor tekhn.nauk; SHAPIRO,
Ya.V.., inzh.
-1
Technical and structural characteristics of concreting
machines
with a sliding vibratory pxv9s. Bet.i zhel.-bet. 8
no-4:181-184
Ap 162. 0MA 15:5)
1. Chlen-korreapondent AN.BWR (for Akhverdov).
(Vibrators)

S/058/63/000/002,/069/070
A1601AI01
AUMOR: Akhverdov, I. N.
TITLE: The present state and the prospective use of ultrasound in the
technology of concrete
PERIODICAL: Referativnyy zhurnal, Fizika, no. 2, 1963, 62, abstract
2Zh3q0
(In collection.. "Ulltrazvuk v stroit. tekhn.1t, M., Gosstroyizdat,
1962, 9 - 17)
TEXT: Considered is the mechanism of the action of ultrasound and of
the
vibrations on the cement paste, leading to a strengthening of the
cement. It
is shown that the strengthening of the cement during the vibration
treatment is
attained due to a displacement of particles and an increase in the
number of
contacts between them. During a vibration treatment, the strength may
increase
up to 50% in a few minutes. The strengthening of the cement under the
action of
the ultrasound is explained by the effect of the latter on the
physicochemical
processes taking place in the cement during the hardening. Ultrasonic
oscilla-
tions cause a dispersion of the solid phase resulting from the
cavitation which
Card 1/2

S/058/63/000/002,,~9/070
The present state and the prospective use of... A160/A1O1
depends on the presence of waters in the cement paste, 'accelerate the
dissolving
process of the dispersed particles of the cement, and activate the
coagulation
as a result of a partial desolvation of the solid phase. It was
established that
a separation of particles takes place in the cement paste in the
ultrasonic
field, whereby larger particles accumulate at the displacement loop at
the sur-
face of the vibrator. In this zone, the strength of the cement rock
attains
2,000 kG/cm2. At the displacement node where finer particles
accumulate, the
strength is 10 -,'20 kG/cm2, and the strength of non-irradiated
samples -
570 kG/cM 2. Thus, it is shown that the fine-dispersion fraction of
the cement
does not possess binding properties and is an inert part of the cement
rock,
Aich decreases its strength. A description is given of the formation
process
of the crystallization structure of the cement rock, explaining the
shrinkage
and the change in the specific.weight of the cement during the
hardening. It is
noted that ultrasonic oscillations do not exclude the common vibration
technique
used during the laying of the cement mixture.
I. Kanevskiy
[Abstracter's note: Complete translation]
Card 2,/2

kMRTFMOV9 I.N.; YAGOVDIK., N.K.
Effect of high temperatures on the physicomachanical
properties of
cement. Inzli.-fiz. zhur. 7 no.8slO8-1-13 Ag 164.
(MRA 17:10)
1. Belorusskiy politeldmicheskiy institut,, Minsk.

AKHVERDOV I.N.; ITSKOVICH, S.M.
Resistance of concrete to biaxial stretching.
Dokl. AN BSSR
no. 1:44-46 Ja 164. (MIRA 17:5)
1. hauchno-issledovattillskiy institut
stroitellstva i arkhi-
tektury Gosstroya BSST..

A MiTZRDOV 1. N. KOVALET, I . Ya.
Theoretical prinail-les of the electric conductivity of concrete.
DoIcl. All BSSR 8 no.,7:447-451 164. (1-fM 17:10)
1. Institut stroit,,-)Ilstva i arkhitektury Gosstroya BSSR.

AKliVFRDOV. J.N.; BONDAR', V.N.
fffect of st-uctural and terlinological factcr3 on the
Perm--abilit of
7
concrete. Dokl. AN BSSR 8 no.9358/e-586 S 164.
(MI R-k 17: 12 )

AKHVERDOV,,I.N.; LUKSHAp L.K.
On the theory of the strength of brittle bodies. Dokl.
AN BSSR
9, no.2%82-85 F 165. (MIRA 18:5)
1. Institut stroitel'stva i arkhitektury Gosstroya
BSSR.

SHIFRINI D.L.; AIMVERDOVA,, G.A.
Forged and welded wedge plugp, Avtom* avar. 16
no.1+:86 Ap t63.
(Machiner~-Welding) (MIRA 16-4)

ALCHUDZHAN,, A.A.; MARTIKYAN, M.A.; AKHVERDYAN 'M.M.
Mixed adsorption bydrogenation catalysts. Part
61Mixed
Fd-Ni catalysts on silica gel. Izv. AN Arm. SSR.
Khiza.
nauki 18 no-3t244~247 165. (MIRA 18tn)
1. Yerevanakiy,politekhnicheakiy institut imeni
Karla Marksa,
kafedra, obahchey i analiticheakoy khimii.
Submitted June 6,
1964.

FILATOV, A.N., prof. (Leningrad., ul. Ne3,.raaova,, d. 60~,
kv. 131)1 LITIMANG'aCH.,
K. Yu,p kand, mad. nauk; AKHVERDYABp R-A.
Methodology of intimothrombectomy in thrcaboses of arteries of
the lower extremities. Vestn. khIr. Grakov. 90 no94:27-34 -
ApI63 (MIRA 17:2)
1. Iz khirurgicheskoy kliniki ( zave prof* A.N& Filatov) Le-
ningradskogo ordena Trudovogo Krasnogo Zhameni
nauchno-issledo-
vatellskpgo instituta perelivaniya krov-1.

AUVIERMANY R. A.
Dilatation of an artery ky '17hur. cksp. I KIM.
med. 4 no.2:67-77 1.514. (MIRA 1'7,
-..S)
1. Khirurgicheskaya k-ljnika ban.;zyru;~~'K!-go
ir4SUtUta perel't-
vt~n'jya krovi i Gospita-"-Inaya khiyui-g.6rr-,-,k,1.jrj1
Yerevanskogo meditsinskogo ins,.ii.,,1*,n.

AKINERDYAN, S.T.
Digestion and metabolism in piglets using different
kinds of food.
Izv. AN Arm. SSR. Biol. nauki 17 no.2:69-76 F 164.
(MIRA 17:8)
1. Kafedra kormleniya se1'skokhozyaystvennykh zhivotnykh
Yerevanskogo zooveterinarnogo instituta.

AKHVLEDIANI, D.G.
Find of Globotruncana gansseri Bolli in Georgia. Izv. Geol.
ob-va
Gruz. 3 no.1:63-65 163. (MIRA 17:9)

-- -I
AY,IIVLIIDIAIIT, 1).G.
in
StratAg.-raphy of Upper Cretaceous sedimentz in the Tedzarrd
Bas'
based on the ForamInifera fauna. Soob. All Gruz. SSR 34 no.3a
592-597 Je 16-4 (M74 RA 18:1)
1. Geologicheskiy institut AN Gruzinskoy SSE, Tbilisi. Sub-
mitt-ed February 319 1964,

14- 57-6-12427
Translation from'. Referativnyy zhurnal, Geografiya,
1957, Nr 6,
p 100 (USSR)
AUTHORS: Akhvlediani, G. Do, Chkhikvishvili, V. I.
TITLE: Soils in the Pankissk-oye Ushchellye (Valley)
(Pochvy
Pankisskogo ushchellya -- in Georgian)
PERIODICAL: Tre In-ta poohvoved. AN GruzSSR, 19560 Vol 7,
pp 157-
182
ABSTRACT: The climate of the mountian-forest belt in the
Pan-
kisskoye Ushchellye (Valley) (Nakhetinskaya Tushe-
tiya) belongs to the temperate-cold Western European
ty e; it has an average annual temperature from 60 to
log and a total annual precipitation from 800 m to
1200 m. Brown, lightl-y eroded soils were developed
in the broad-leaf forests consisting principally of
beeoh. In the western part of the valley, where the
Card 1/3 the tre,es had been considerably thinned out,
the soil

14-57-6-12427
Soils in the Pankisskoye (Cont.)
was soon eroded down to the bedrock. In some places the
brown
forest soils approximate very closely to the podzols.
There is
a more marked tendency of the soils to assume the chemical
compo-
sition and the morphology of podzols in this region than
in compa-
rable soils of the midmountain belt in other parts of
Georgia.
Typical brown forest soils have better water retaining
character-
istics than average podzol varieties. The
cinnamon-colored, humus
and carbonate-bearing soils, which are formed on the
eroded sur-
faces of oarbonaceous shales, sandstones and conglomerates
are less
widely distributed. Mountain-meadow soils of the subalpine
belt
type., differing quite sharply from one another by the
stage of
their soil-forming process, are widely distributed in the
northernp
highest section of the valley, which corresponds to the
lowest part
of the high mountain belt. In some areas soil has been
eroded and
bedrock is exposed. This was caused by the sharp
differentiation
of the relief and also by the improper pasturing and
haying methods
which were practised there in former tiiness
Unsatisfactory humus--
forming conditions explain the high (20 percent or more)
organic
matter content in mountain-meadow turf soils. Under these
con-
Card 2/3

Soils in the Pankiaskoye (Cont. )
14-57-6-12427
ditions organio matter was aooumulated in the ground in
the form of
humus. Alluvial meadow and mountain-valley soils
predominate in
the intermontane valleys of the Alazan River and the Ilto
Reka
(River); these soils are used for agrioulture in the upper
oourse
basin of the Alazan River. A bibliography of 18 titles is
in-
cluded.
Card 3/3
G. K.

1. AMM"VITAII1.1 G. X.
2. USSR (6oo)
4. Soils - Sida- Nabakevi
7. Soils of the tea olantations of Achigvari and Sida-NaDakevi in
connection with
irrigation. Soob. AN Gruz. SSR 11, No. 7, 1950.
9. Monthly List of Russian Accessions, Library of Congress, May
-1953. Unclassified.

Nect of perennial grasses on the improvement of tthVslW

theinicAl
qualities In the poor, hu -Sulfatle (Guhivoya.

pochvs) soils i
'Samogori.
p
L
-
nS

Akhvlc1dljai knim, Soils,, A r h ti. tlo
m
do
9r-

hemical Abst.
MR. MOM a 1-1
9' - -belujki

(irmn.
0, 4, 111 an littempt to
M-

V
l
48 No
9
Ion of org. maters2l
improve phys. Properties by al
-
o
.
-Ajnsr-Kjqn Rf struc___ tested against
MaY 10, 1954
control snil With
.11,11 withont fertiliier: (I)alfalfn + "pirto;
Soils and Fertilizers
(2) alfaffit + Quack gr-.t%,; (3) vqjarto + ryo ITZINS, (4)

esparto +
Quack gra,.". Esparto ;Uvc highor ylehh thin
'

alfallu wid left more living and root mildues in the ti
llper

I
in
20-61, liver. 0% to a better-developed filamentous root
's

.
S)'Atcln. Mixt.
lightly increascd porosity in the .15 ctn.
i
)

and,30cin.depths. No Change in soil propodis wm noted

Worly 30 CM,
with any of the mixts., In generut thesel Soils

were strongly tffer tit and mw
vesce -tined lgrge ututs. bf
'

CRS04.2H20 (below 30 ~tn.). Tables ait
&ivtu~shc;wi,
%k

,
moisture capacity,, powity ud

also. by 10 cin. layers, parti6a size,
hunrus and 9 content

Und bi b t, r1lorlde, and salfate ion content.,
MiXT-i
ft!~iTp!16ving these solh. A. W. D.

-
iq"

A /~ // V /- C- 0 /r, 14 // 6 0, k/,
USSR / Cultivatod Plants. Cereals.
Abs Jour :.Rof Zhur Biol., No 8, 1958, No,34594
Authors Akhvlediani, G, K.; Oveharonko, A. D.
-XT-
Inst GoorGSSR
Title Duration of the Effects of PerennialUrnas
Grown on HumuB-Sulfate Mulch' at SamSori.
Ori3 Pub : Tr. In-ta pochvoved. Ail GruzSSR, 1957, 8,
89-95.
Abstract : Report on experiments conductod over a period
of three years on the aftor-effQcts of" perennial
C~rnss 'On the yield of cereals in irrigated soils
at Samgori. In these three years, perennial
ar,nss waro shown to have accumulated considera-
blo reserves of organic matter,.thus improving
the physical and chemical proporties of the
soil, After the plowing under of perennial grassg
Card 1/2

AKHVLEDIANIIP G K Doo'A r Sci - (dies)
"Agricultural rL~.~
'000 a
properties of a-sulfate-aArbonate soils of Eastern
Georgia
f e7u ~-al
in connection with fo~ vineyards and fruit
plantings.' Tbilisit nib House Acad Soi Georgian
SSR, 1958. 26 pp
(Min of Agriculture USSR, Georgian Order of Labor
Red Banner Agr
Inst)s 100 copies (KLj 1~-58, 116)
-63,-

AIMUEDIANI,q_j~. _ ____
Systemization of gypsum-bearing soils of Transcaucania.
Fochvovedenie
no.5:102-10.5 Yq 162. (MIRA 15:6)
1. Institut pochvovedeniya, agrokhimii i melioratsii Akademii
sellskokhozyaystvennykh nauk Gruzinskoy SSR.
(Transcaucasia-Soils-Classification) (Gypsum)

AKHVIEDIANI G, K
Genesis of humus- and sulfate-rich soils in
Georgia.
Fochvovedenie no.6:64,72 Je 165. (MIRA 18:11)
1. Nauchno-issledovatel'skiy institut
pochvovedeniya, agro-
kliimii i melioratsii Gruzinskoy SSR. Submitted
Sept. 14j,
1963.

SAAKA ILI, Mikhail Georgiyevich; GEMSEVILI, Avtandil Petrovich;
SAVARELINE, D.S., otv.red.; 4KHEWOjAffj,--QSj_ red.; TSULU-
KIDZE, A.P., red.; MIKISHVILI, G.A., red.; MSTAVI, K.D., red.;
)WITESHASHVILI, I.T., red.; TATIMVILI, I.Ta., red.; BBRIDZE,
V.V., red.; APAKIDZE, A.M., red.; YAKIKOVA, A., tekhn.red.
(Illustrations to the history of medicine in Georgia; from ancient
times to the l9th century] Illiustratsii k istorii meditsiny
Gracii; a drevneishikh vremen do 1= veka. Tbilisi, Goe.izd-vo
QSabchota Sakertvalo,* 1959. 127 P. (HIM 13:9)
(GEORGIA-MICIIM)

AKULEDIANI, K.S.
Secretion of toxic substances from the wood of lemon
traes infected
with mal secco. Soob. AN Gruz. SSR 21 no.1:89-90 JI 158.
(WRA llrlO)
1. AN GruzSSR, Institut sashchity rasteniy.
Predstavleno nkademikom
L.A. Kanchavelt.
(Lemon-Disaaaes and pests) (Y'angi, Phytopathogenic)

AKHVlEDIMI, K- S., (USSR)
,'Isolation of the Phytotoxins of the Fungus Phom tracheiphila
(Petri)
Kantschaweii A Gikaschwili of the Iamon Desease--Malseeco*"
Reportcipmbented,?at~-,thet5th,--!Int'le Biochemistry Congress,
Moscow, 10-16 Aug 1961,

YET*,~-,TSE-f, '-.V,,, prof.; AKHT,E)IO41~, ~;~
Btry "-e r. 1:1 .-l:
C,- I -- - .
. I .
Vest. IJ4 34 nc,,~q..c;7-61- Ifl 'n, . I" V -~ -,
- ". , - - L : I.e;

AKHVLL?DIANI, M.P.
Study of the family Aphidiidae(Hymenoptera) in
eastern Georgia.
Soob. AN Grua. SSR 33 no. 2:437-"0 F 164. (KRA 17s9)
I.-Institut zoologii AN GruzSSR. Predstavleno
chlenom-
korrespondentom AN GruzSSR L,P.Kalandadze.

ANMEDIANT19 N. V.
Akhvlediani, N. V. "An Investigation of the effect of the length of
planted material
on the acclimatization, growth, and fruit yield of grape vines",
Trudy In-ta vinogradarstva
i vinodeliya (Akad. Gruz. SSR), Vol. V., 1949, p. 1-17,(1n
Georgian, resume in Russian),
Bibliog: 25 items.
SO: U-4630, 16 Sept. 53, (Letopis 'Zhurnal Inykh Statey, No. 23,
1949).

AKHVLFDTANI, N. V.
Akhvlediani, N. V. "An investigation of the effect of methods of
planting on the
acclimatizat'on and growth of grape vinesit, Trudy In-ta
vinogradarstva i vinodeliya
(Akad. Gruz.SSR), Vol. V, 1949, p. 39-56, (In Georgian, resume
in Russian), Bibliog: 25
S 0: U-4630, 16 Sept. 53, (Letopis 'Zhurnal Inykh Statey, No.
23, 1949).

1. AKULEDTM, N.' V.
2. USSR (6oo)
4. Viticulture
7. MAterial for establishing i3ethods-for placement and density in
planting grapevines
.I Zin Georgian with Russian summary/. Trudy Inst. vin. AN Gruz.
SSR 7, 1951.
9. Monthly List of Russian Accessions, Library of Congress, Aoril
.1953. Unclassified.

AM11DIANI, N.V.; SHAISHKUASHVILI, V-.'N.-, ZAVRItV. K.S.,
deystvitelluyyy chlen.
Estimating the supporting power of shells. Soob.AN Gruz.SSR
13 no.10:595-
601 .152. (MLRA 6:5 )
1. Akademiya Nank Grazinskoy SSR. Institut stroitellnogo
del&, Tbilisi
(for Alchvlediani, Shashmelashvili). 2. Akademiya Nauk
Grusingkoy SSR (for
Zavriev). (Strains and 'stresses)

AKMEDIANI, N.V.
'*",-~~Uglnge M strength of concrete in bent reinforced
concrete
elements [in Georgian with summary in Russian). Trudy
Inst.
strol. dela AN Giruz. SSR 4:251-255 153. (MLRA 9:10)
(Reinforced concrete)

SOV/124-57-4-4711
Translation from: Referativnyy zhurnal. Mekhanika. 1957, Nr 4,
p 120 (USSR)
AUTHORS: Akhvlediani, N. V., Shaishmelashvili, V. N.
TIT LE On the Design of Doubly-curved Shells in Accordance
With Various
.Stages of Failure (K raschetu oboloclick dvoyakoy krivizny po
stadii
razrusheniya)
PERIODICAL: Tr. In-ta stroit. dela AN GruzSSR, 1955, Vol 5, pp
61-71
ABSTRACT: The authors examine the loss of carrying capacity
occurring in doubly-
curved rectangular (in plan view) shells under the action of
vertical
symmetrical loading. The system of the format'on of' )Iastic
hinges
was adopted on the basis of experimental data presented in the
article.
The solution is obtained with the aid of a kinemat;c method of
comput-
ing the carrying capacity, which involves the setting up of
equations
for the work performed by the external and internal forces
during
displacements occurring as the sys'tern is converted into a
set of
kinematic linkages. The authors point out the error introduced
by
N. F. Frolov (Experimental Investi8ation of Lancet Arch Made
of Brick.
Materials and Design in Modern Architecture. lzd-vo Akad. Arkh.
Card 1/2 SSSR, 1948, Nr 2) in the process of setting up the
equations oi work.

SOV/1 24-57-4-4711
On the Design of Doubly-curved Shells in Accordance With
Various Stages of Failure
A brief summary of the article discussed above is given in
the reports of the
Academy of Sciences, Georgian SSR, 1952, Vol 13, Nr 10.
D. D. Ivlev
Card 2/2

SOV/124-57-8-9420
Translation from: Referativnyy zhurnal. Mekhanika, 1957, Nr 8,
p 122 (USSR)
AUTHOR: Akhvlediani, N. V:.~
TITLE: Concerning One of the Properties of a Critical Load (Ob
odnom
svoystN,e predellnoy nagruzki)
PERIODICAL: Soobshch. AN GruzSSR, 1955, Vol 16, Nr 10, pp
793-798
ABSTRACT: Pointing out that a critical load is the only load
that is both statically
and kinematically possible, the author asserts that this
property can
be useful in limit.ing-state analysis. On the basis of this
property it is
very simply shown that the customary ultin-late-load
"elasticity" meThod
for calculating (even if only approximately) statically
indeterminate
systems can safely be considered an accurate calculation of the
limit-
ing-state strength. The author states in the paper that the
method of
limiting- state analysis based upon this property of the
limiting load is
both independent of and different from the widely used
"extrernall,
methods (i. e., the static method and kinematic method), which
state-
ment is based on a misunderstanding. This erroneous conclusion
in
particular stems from the implicit assumption that. the precise
failure
Card 1/Z pattern is known in advance. An example is adduced
wherein the

. Concerning One of the Properties of a Critical Load
SOV/1 24-57-8-94ZO
critical load is calculated for a symmetrical fixed arch, it
being assumed that the
arch will fail in a certain specified manner.
V. D. Klyushnikov
Card 2/2

. Sci-(aisa) ~Txz Ai
- MEVLEDIANI, Agric 11 grotec&dcal Awpect of V.LL-Lctuture
in Georgian SSR." Tbilisi, Puulisil. ft,,ube of the
ULamigian Acad Sci,
W pp. (Georgian &-ric Inst. * Sci-Res Inst of norticulture,
viticulture and
W
wine production of tne Min of Agric Georgian SSR), 100
copies.
(Ut I No 4U, -L957, P.93)

SOV/IZ4-58-5-6028
Tranalation from- Referativnyy zhurnal, Mekhanika, 1958,
Nr 5, p 148 (USSR)
AUTHOR: Akhv
TITLE: Design Calculation Problems of the Carrying
Capacity of Rein-
forced-concrete Structures With Eccentrically Compressed
Components (Voprosy rascheta nesushchey sposobnosti
zhelezo-
betonnykh konstruktsiy s vnetsentrenno szhatymi
elementami)
PERIODICAL: Tr. In-ta stroit. dela. AN GruzSSR, 1957, Vol
6, pp 51-58
ABSTRACT:. Bibliographic entry
1. Structures--Design 2. Reinforced concrete--
Mechanical properties 3. Mathematics
Card 1/1

AE"MiA " " jr.'r.
Limit equilibriu4 technique for designing
reinforced concrete
curved-surface shells. Soob. AN Gruz.SSR 18
no.2:205-210 7 157.
1. Akademlya nauk Grusinskc7 SSR, Institut
stroltellnogo del&,
Tbilisi. Predstavleno, aladealkom K.S. Zavriyovym.
(Reinforced concrete)

AKHVLEDIAITI. N.V
Designing reinforced concrete archea according to
Uniting
equillbriuma. Trudy Inst.stroi.dels AN Gruz-SSR
7:47-60
'59. (Arohes) (MRA 13:5)

AKHVLEDIANI, N.V.
Calculating the bearing capacity of reinforced concrete
arahes
which collapoe under the formation of plastic hinges.
Trudy Inst.
stroi;dela AN Graz.SSR 8:17-27 160. (IMIA 11+110)
(Arches) (Reinforced concrete construction)

AMLEDIANI-, N.V. (Tbilisi)
j
Designing reinforced concrete arches using the method
of limiting
equilibrium. Stroi. mekh. i rasch. soor. 2 no. 2s22-26
160*
(MIRA 141-5)
(Arches)

AKHVLEDIANI, N.V., kand.tekhn.nauk (Tbilisi)
llz:~
Desigining reinforced concrete domes by the limiting
equilibrium
method. IssI. po teor. sooruzh. no.10:127-133 161.
(MIRA 14:8)
(Roofs, Shell)

AKHVLE,DIAVI, N.V. (Tbilisi)
Calculating the bearing capacity of precast reinforced
concrote
cupolas. Strol. mel