An empirical equation in use for estimating the pseudo-elastic shear modulus, G_f, of subsoil, associated with shear strains less than 0.001% is proposed in this paper. In a series of in-situ seismic cone tests performed nationwide, the profiles of both G_f and the in-situ void ratio, , with depth were successfully characterised at five sites, each comprising a soft clay layer deposited in the Holocene era. The database which comprised the original data from the field and laboratory tests, coupled with similar information on well-documented Holocene clay deposits in Europe, was statistically analyzed in attempts to determine a generalised relationship with which G_f of soft clay may be reasonably estimated only from routinely available borehole data; that is and the current geostatic effective overburden pressure, σ'_v. An empirical relationship, G_f=, 000 -√(σ'_v) (kPa), was derived from the statistical analysis applied to data from seven different clays worldwide, for which extended over a range between and , and the overconsolidation ratio ranged roughly between and 2. The applicability of the proposed relationship was evaluated for two case records, each in which the clay exhibited unusual behavior; i.., the undrained shear strength remained more or less constant with depth due to the existence of artesian pressure at one site, and, at the other, G_f decreased, whereas increased, with depth. It was demonstrated that even in these clay deposits exhibiting exceptional profiles, the proposed relationship was capable of predicting G_f with a reasonable accuracy by determining the profiles of and σ'_v with depth. In addition, the prediction when compared to G_max from carefully performed laboratory cyclic tests, yielded a better estimate of G_f from the in-situ seismic survey. Despite the fact that the empirical relationship was initially designated to estimate G_f of soft clays, it may be equally applicable to sandy deposits. This was verified by comparing it to similar, and well-established, relationships developed for sands. A case record as such is also described for a loose sand deposit at Higashi-Ohgishima in Tokyo Bay which was placed in 1960's by land reclamation.

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Natural sedimentary clays exhibit ageing effects on their behaviour when subjected to both consolidation and shearing. Attempts to characterising the in-situ 'structure'of soft marine clays have been made in case studies performed in Ariake (Japan) and in Bangkok (Thailand), each showing a typical profile of aged clay-structure with depth reflecting its site-specific geological consolidation history. In each site, profiles of Atterberg limits, natural water content, overconsolidation ratio (OCR), quasi-elastic shear modulus G_max and the undrained shear strength c_u with depth were attained from various laboratory tests, together with the a comparable profile of quasi-elastic shear modulus from insitu seismic survey G_f. Quantitative assessment of the aged clay-structure was made by using two different measures, metastability index MI (G) and the soil constant reflecting structure S (Jamiolkowski et al., 1994). The profiles of MI (G) and the S-value with depth were both determined based on the corresponding G_max behaviour of the reconstituted sample. "Disturbance"of laboratory samples retrieved by using two different samplers (i.., Laval and Japanese thin-walled samplers) with two different sampling techniques (i.., pre-boring and displacement methods) was discussed. A new approach to estimate c_u"in the ground", termed by the authors the MILK (Metastability Index coupled with Laboratory K_o test) method, is proposed. A trial of the MILK-method is demonstrated in soft Bangkok clay, the texture of which is similar to "soft cheese".

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The Beckmann rearrangement of aliphatic ketone oximes, R(CHs)=NOH (R=Et (); n-Pr (2); iso-Pr (3); iso-Bu (4)), with polyphosphoric acid (PPA), polyphosphate ester (PPE), and ester of phosphoric acid (2 P- R) was carried out and migratory ratios ((a)/() in eq. ()) were determined, The results are shown in Fig., 2, and 3, respectively.
In Fig. and 2, the migratory ratios decrease with reaction time and nearly approach to the ratios of anti-alkyl form/syn-alkylform in benzene(A) or DMSO(A2)except for (3) (See Table ). From this fact, it has been found that PPA and PPE are inactive for isomerization of the oximes andanti-alkyl oximes rearrange faster than syn-alkyl ones. ln the case of (3), migratery ratios are smaller than Ai or A2. As acetonitrile is detected by GLC, it is presumed that fission has been occurred simultaneously with rearrangement in anti-alkyl oxime (eq. (3)). In the case of 2 P- R, all modes of the reaction arethe same as in above, except that the rate of fission is tnuch faster than that in PPA and PPE.
The reaction of anti-alkyl ketone oximes having a bulky grouphas been greatly influenced by the use of sterically demanding catalysts such asPPA, PPE, and 2 P- R.

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In this paper, consideration is given as to how to characterize depth-variation for the small-strain shear modulus of natural clay sedimentation, in a state of normal consolidation. A case study was carried out for a relatively uniform clay layer deposited in the Holocene era. Initially, the effects of both strain and in-situ stress levels on secant shear modulus were carefully examined in cyclic torsion shear tests using undisturbed samples, which were recovered at different depths in a test borehole. The range of shear strain examined was between 0.001% and %. Similar examination was made for a silty clay using reconstituted samples that were isotropically consolidated at different stress levels. On the basis of the results of these laboratory tests, together with the shear modulus from an in-situ seismic survey, the small-strain shear modulus was formulated in terms of the stress and strain levels, and linked also to undrained shear strength. Interactions of the small strain stiffness between in-situ and laboratory are discussed in depth with an attention paid to the existing aging effect in the original subsurface condition.

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The behavior of the soft clay grounds subjected to repeated loading is different from that subjected to sustained loading. The difference in settlement between these two loading patterns should be due to secondary compression over a long period of time. Consequently, soft clay grounds subjected to repeated loading tend to be more compressible than those subjected to sustained loading. Therefore, it is necessary for engineers to predict post-construction settlements under repeated loading. In this respect, the preloading is considered to be promising as a countermeasure to reduce the settlement of clay under repeated loading as well as under sustained loading. The effect of preloading on post-construction consolidation settlement of soft clay subjected to repeated loading after removal of a part of preload is investigated in the present paper. It has become clear that the settlement of a clay sample after preconsolidation is mainly affected by the amount of preload, the degree of consolidation due to the preload, the amount of permanent load and the amount of repeated load after removal of preload. The calculated settlement versus time relations using a method to estimate the amount of consolidation settlement of soft clay grounds subjected to repeated loading after removal of preloading were compared with the observed degree of consolidation as parameters of the intensities of preload and repeated load.

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Agaricus blazei is an important fungus for producing bioactive compounds. There are some reports of polysaccharides and steroid derivatives from the fruiting bodies of A. blazei. However, the chemical examination of the secondary metabolites of the cultured mycelia of this species has not been reported. Eight compounds, an unprecedented skeleton have been isolated from the cultured mycelia of A. blazei. The structures of the novel compounds each named blazeispirols A (), (2), (3), (4), () X(), Y (7) and Z () were confirmed by extensive and 2 NMR spectral data and X-ray analysis. Blazeispirols A (), (2), (3), (4) and () were des-A-ergostane type compounds having spiroacetal structure as a side chain. Blazeispirols X () and Y (7) were determined to be (20S, S, 23R, 24S)- (10→) abeo-14β, :, 25-diepoxyergosta-,7,,11-tetraene-3α,23-diol and (20S, S, 23R, 24S)-14β,:,25-diepoxy-,23-dihydroxyergosta-4,7,11-triene-3,-dione by comparison of extensive and 2 NMR spectral data with that of blazeispirol A. The biosynthesis of blazeispirol A was investigated by feeding ^<13>-labeled acetates and methionine to the growing cultures of A. blazei. The labeling patterns of derived from singly and doubly ^<13>-labeled acetates were consistent with that of ergosterol reported previously except for the A-ring and then ^<14>-labeled ergosterol was incorporated into blazeispirol A. Taking the structures of blazeispirols Z and into consideration, it can be assumed that blazeispirol A is biosynthesized from ergosterol by the cleavage of -4, - and -, -10 bonds on retro aldol condensation and Michael reaction via such as intermediate A as shown in Fig. 4. A large number of ergostane-type steroids have been isolated from many fungi. However, blazeispirol A is the first example of a naturally occurring des-A-ergostane-type steroid including a spiroacetal structure moiety as a side chain.

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わが国における主要中晩生および香酸カンキツ染色体のクロモマイシンA₃ (CMA) 染色を行った. 染色体はCMA(+) バンドの有無および位置から種類に区分できた. すなわち, CMA(+) をA: 両端および動原体近傍に有する, : 一方の端部と動原体近傍に有する, : 両端に有する, : 一方の端部に有する, : CMA(+) がない, である. 各種はこれらのうち4, 種類の染色体を有し, 独自のCMAバンドパターンを示した. ハッサクではA+++, ヒュウガナツでは2A+2++, ‘川野なつだいだい’ではA+2+7+, ‘宮内伊予柑’ではA++++7, タンカン‘垂水号’ではA++++7, カボスでは3+2++, スダチでは+2++およびユズ‘山根’では2++11+4であった. 以上の結果, 本研究においても近縁の種間では似通ったCMAバンドパターンが観察された.

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In view of the significant role of the water film effect in flow failure for a liquefied sandy deposit, the mechanism of water film generation is numerically studied based on a -dimensional model test. The process of water film growth and decay can be simulated to a certain extent by a simple consolidation analysis, which indicates that only a small difference in permeability in layered sand is enough for a water film to develop. A G shaking table test for a two-dimensional slope model with an arc of silt within a saturated sand is then addressed to discuss the dilatancy effect exerted in sheared sand during flow failure. It is possible that, once the water film is formed, the transmission of shear stress through it is interrupted, leaving the sand below free from the dilatancy ; this eventually allows the water film to stay without being absorbed during flow failure. The result of another shaking table test for a trapezoidal slope with horizontal silt seams indicate that water films beneath the seams enable the soil mass above them to laterally flow along water films very gently inclined even after shaking. If a silt seam breaks due to excessive pressure in the water film, it triggers re-liquefaction in the upper sand and leads to further instability.

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Oral Actinobacillus actinomycetemcomitans strains have been classified into five serotypes. The aim of this study was to determine the compositions of A. actinomycetemcomitans serotype - and - specific antigens. The serodistribution of clinical isolates from the patients with periodontitis were also investigated. Serotype-specific polysaccharide antigens of A. actinomycetemcomitans IDH 781 (serotype ) and OMZ 534 (serotype ) were extracted from whole cells by autoclaving. The extracts were purified by chromatography on DEAE-Sepharose CL- and Sephacryl S-300HR columns. The serotype antigen was composed of rhamnose (17. %), mannose (45.%), galactose (2.0%) and glucose (35.%) . On the other hand, the serotype antigen was composed of rhamnose (23.%), mannose (29.%), galactose (11.0%), glucose (13. %) and unidentified sugar (.%) . Immunodiffusion tests revealed that the purified polysaccharide antigen form a single precipitin line with the corresponding rabbit antiserum. A total of 157 A. actinomycetemcomitans clinical isolates from diseased sites of 39 patients with periodontitis were serotyped by using serotype-specific rabbit antisera against A. actinomycetemcomitans serotype a, , , and strains. In the immunodiffusion assay, the autoclaved extracts of 42, 12, 34, and 41 A. actinomycetemcomitans clinical isolates reacted with serotype a, , , and antisera, respectively. These findings indicate that the extraction of serotype antigens by autoclaving is useful and definite for the serotyping of A. actinomycetemcomitans clinical isolates.

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Mycobacteriocin produced by human type tubercle bacilli could be demonstrated easily on eggmedium containing 0.05% tween 80 by means of stab culture or streak plate methods, and elevenmycobacteriocin-types have been recognized on the basis of the inhibition pattern by using indicator strains of rapidly growing mycobacteria.
At present, types (4.%), 2 (13%), 4 (38.%), (2%) and 11 (14.%) showed a stablemycobacteriocin pattern, but types 3 (7.%) and 7 (.7%) were apt to show type replacement totypes 2 and 4, respectively, and strains belonging to types , and were few, less than .%to the total. In order to perform a reproducible mycobacteriocin typing, our previous typingscheme was revised to be consisted of five groups (A-). Among 438 strains, mycobacteriocingroup containing types 4 and 7 was 46.% of strains tested, group containing types 2, 3 and was .%, group containing type 11 was 15.%, group A containing types and was.%, group containing types and 10 was 4.%, and untypable strains were no more than .% among all tested strains.
Human type tubercle bacilli classified as type 4, which consisted of more than 45% of strainstested, could be divided into three sub-types from sensitivity to M. gordonae 1324 and M. terrae 1450.
Mycobacteriocin producing strains belonging to type : showed an extremly wide antibacterialactivity to strains of more than % of rapidly growing mycobacteria (42 strains), to about 40% of slow growing mycobacteria (29 strains), and even to 10 strains of Staphylococcus aureus.

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カンキツ主要12種を用いて染色体のクロモマイシン A₃(CMA) 染色を行った．染色体は CMA(+) バンドの有無および位置から 7 種類に区分できた．すなわち，CMA(+) を A: 両端および動原体近傍に有する，: 一方の端部と動原体近傍に有する，: 両端に有する，: 一方の端部に有する，: CMA(+) がない，F: 動原体近傍に有する，Dst: 付随染色体を有する 型，である．各種はこれらのうち 2～ 種類の染色体を有し，独自の CMA バンドパターンを示した．

C

. medica では 2 + + ，

C

. limon では + + + ，

C

. aurantifolia では 2 + + 7，

C

. aurantium では A + + + 7 + ，

C

. sinensis では 2+ 2 + 7 + 7，

C

. maxima では 3A + 3 + 4 + ，

C

. paradisi では 2A + 3 + + 7，

C

. ichangensis では 2 + 2 + 12 + 2，

C

. latipes では 2A + + + 3，

C

. micrantha では + 11 + 4 + 2Dst，

C

. macroptera では 2 + + 11 + 3 + F，

C

. hystrix では 3 + + + 3 + 2F + Dst であった．

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This study aimed to determine the prevalence of fecal carriage of extended spectrum β-lactamase (ESBL) and/or plasmidic AmpC β-lactamase (pAmpC) producing Escherichia coli among dogs (n=428) in Turkey. Polymerase chain reaction (PCR) and sequencing were used to characterize genes encoding β-lactamase and plasmid mediated quinolone resistance (PMQR). Antimicrobial susceptibility testing and PCRs for virulence genes and phylogenetic groups were also performed. Cefotaxime resistant

. coli isolates were detected in 95 (.2%) of the swab samples. Sequencing analysis results showed occurrence of various β-lactamase genes: bla_CTX-M-15 (62), blaTEM-

1b

(42), bla_CMY-2 (

22

), bla_CTX-M-3 (16), blaCTX-M-

1

(15), blaOXA-

1

(

9

) and bla_SHV-12 (3) alone or in combination. The most frequently encountered phylogenetic group was group

A₁

(35.

8

%), followed by group

D₂

(

22

.

1

%),

B

1

(15.

8

%),

D₁

(

9

.

5

%), A₀ (7.4%),

B2₂

(

5

.3%) and

B2₃

(4.2%), respectively. PMQR genes, aac(

6

’)-Ib-cr,

qnrS1

and qnrB10 were detected in 25.3, 10.

5

and

1

.

1

% of the isolates, respectively. While all isolates were susceptible to imipenem and amikacin, resistance rates to non-β-lactam antibiotics ranged from 20.0% for tobramycin to 56.

8

% for tetracycline. The virulence genes were only detected in 34 (36.2%) of the isolates and this isolates carried single or various combination of virulence genes of iucD, papC, papE, f17a-A and eaeA. Four isolates were identified as human virulent pandemic CTX-M-15 producing

E

. coli clone O25

b

:ST131/

B

2. To the best of our knowledge, this is the first study to show fecal carriage of ESBL/pAmpC type β-lactamase producing

E

. coli isolates among dogs in Turkey.

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By employing an undrained cyclic loading ring-shear apparatus, a series of tests to reproduce the dynamic behavior of the Nikawa landslide induced by the January 17, 1995 Hyogoken-Nambu earthquake, is conducted. The test sample is Osaka-group coarse sandy soil taken from the landslide. The initial stress condition acting on a soil element in the sliding surface is applied to the sample. Based on the seismic records monitored at the JR Takarazuka Station, the input seismic wave is synthesized to reproduce the seismic stress acting on the sliding surface. The test results show that the soil failed due to the dynamic loading of the earthquake. The most important results are the excess pore water pressure generation and the acceleration of shear displacement continuing after the main shock. Combined with the grain crushing at the shear zone and the volume reduction in the drained constant-speed ring-shear test, the mechanism of this landslide is interpreted as, shear displacement causing grain crushing in the shear zone and volume reduction, and then resulting in a localized liquefaction phenomenon, "sliding-surface liquefaction". This geotechnical simulation test provides a reasonable interpretation of this highly mobile landslide.

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A sample of [³H] tobrarnycin (, 000 Ci/Mole) has been synthetized and incubated with
the bacterial ribosome and its subunits. The results obtained show that this antibiotic has
two types of binding sites. The primary one is probably responsible for the inhibition of
protein synthesis whereas the secondary one is probably related to the misreading and reading
tiirough of the messenger RNA.

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Incoherent scatter spectra for a plasma with a negative ion component are calculated successively by the kinetic and hydrodynamic approaches. It is shown that mesospheric negative ions enhance significantly the scattered power and the width of the ion component of the incoherent scatter spectrum. A simplified method is proposed for determining the mesospheric parameters from the measured incoherent scatter spectrum.

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