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  • 藤原 東雄, 上 俊二
    土質工学会論文報告集
    1990年 30 巻 1 号 76-86
    発行日: 1990/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    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.
  • T BAKER, C. RANGACHARYULU
    日本物理学会講演概要集
    1999年 54.2.1 巻 23pSM-6
    発行日: 1999/09/13
    公開日: 2018/03/04
    会議録・要旨集 フリー
  • 國生 剛治
    地盤工学会論文報告集
    2000年 40 巻 5 号 99-111
    発行日: 2000/10/15
    公開日: 2008/02/29
    ジャーナル フリー
    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 1-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 1 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.
  • 末次 康将
    マリンエンジニアリング
    2021年 56 巻 5 号 680-687
    発行日: 2021/09/01
    公開日: 2021/10/12
    ジャーナル フリー
  • Suguru TAKATSUTO, Kiyomi KOBAYASHI, Tsuyoshi WATANABE, Hiroki KURIYAMA, Tokuo FURUSE
    Agricultural and Biological Chemistry
    1988年 52 巻 12 号 3217-3218
    発行日: 1988年
    公開日: 2006/04/05
    ジャーナル フリー
  • 澁谷 啓, 田中 洋行
    地盤工学会論文報告集
    1996年 36 巻 4 号 45-55
    発行日: 1996/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    An empirical equation in use for estimating the pseudo-elastic shear modulus, Gf, 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 Gf and the in-situ void ratio,
    e0
    , 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 Gf of soft clay may be reasonably estimated only from routinely available borehole data; that is
    e0
    and the current geostatic effective overburden pressure, σ'v. An empirical relationship, Gf=
    5
    , 000
    e0
    -
    1.5
    √(σ'v) (kPa), was derived from the statistical analysis applied to data from seven different clays worldwide, for which
    e0
    extended over a range between 1 and
    5
    , and the overconsolidation ratio ranged roughly between 1 and 2. The applicability of the proposed relationship was evaluated for two case records, each in which the clay exhibited unusual behavior; i.
    e
    ., 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, Gf decreased, whereas
    e0
    increased, with depth. It was demonstrated that even in these clay deposits exhibiting exceptional profiles, the proposed relationship was capable of predicting Gf with a reasonable accuracy by determining the profiles of
    e0
    and σ'v with depth. In addition, the prediction when compared to Gmax from carefully performed laboratory cyclic tests, yielded a better estimate of Gf from the in-situ seismic survey. Despite the fact that the empirical relationship was initially designated to estimate Gf 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.
  • 澁谷 啓, 三田地 利之
    土質工学会論文報告集
    1994年 34 巻 4 号 67-77
    発行日: 1994/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    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 1%. 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.
  • Keishi Hata, Fuyuki Sugawara, Naganori Ohisa, Saori Takahashi, Kazuyuki Hori
    Biological and Pharmaceutical Bulletin
    2002年 25 巻 8 号 1040-1044
    発行日: 2002年
    公開日: 2002/08/01
    ジャーナル フリー
    We screened the differentiation-inducing activities of 39 mushroom extracts from Akita prefecture, Japan, on the mouse osteoblastic cell line, MC3T3-
    E
    1. Sixteen phosphate buffered saline (PBS),
    8
    boiled PBS, 14 ethanol and 12 methanol extracts induced alkaline phosphatase (ALP) activities, an indicator of MC3T3-
    E
    1 cell differentiation. The enzyme activities were markedly induced by extracts of Tricholoma auratum, and we isolated the active compound from methanol extracts of this mushroom. Physical data for the isolated active compound were identical to those for (
    22E
    ,24R)-ergosta-
    7
    ,
    22
    -diene-3β,
    ,6β-triol (1). 1 induced ALP activities of MC3T3-
    E
    1 cells and promoted cell proliferation. To investigate the relationships between the chemical structure and differentiation-inducing activity of the compound, ALP-inducing activities of MC3T3-
    E
    1 cells by 1, ergosterol (2), ergocalciferol (3), cholesta-3β,
    ,6β-triol (4),
    7
    -dehydrocholesterol (
    5
    ) and cholecalciferol (6) were tested. The enzyme activities of MC3T3-
    E
    1 cells were increased 3.0-fold by 10 μM 1 and 2.4-fold by 10 μM 4. However, 2, 3,
    5
    and 6 did not induce MC3T3-
    E
    1 cell ALP activity at 0.1—10 μM. These results suggested that the OH groups at C-
    5
    and/or C-6 of 1 and 4 played an important role in their differentiation-inducing activities on MC3T3-
    E
    1 cells. Furthermore, 1 suppressed induction of MC3T3-
    E
    1 cell apoptosis by serum starvation.
  • Tsuyoshi WATANABE, Hiroki KURIYAMA, Tokuo FURUSE, Kiyomi KOBAYASHI, Suguru TAKATSUTO
    Agricultural and Biological Chemistry
    1988年 52 巻 8 号 2117-2118
    発行日: 1988年
    公開日: 2006/04/05
    ジャーナル フリー
  • Joey B. Tanney, Leonard J. Hutchison
    Mycoscience
    2012年 53 巻 1 号 31-35
    発行日: 2012年
    公開日: 2023/03/31
    ジャーナル オープンアクセス

    The ability of Climacodon septentrionalis to immobilize and kill a mycophagous nematode (Aphelenchoides sp.) in vitro is described for the first time. Two isolates produced droplets (20–45 μm in diameter) that formed at the apices of tall, stalked, and branching secretory cells (700–1,500 μm tall). On 2% modified malt extract agar, nematodes became enveloped in the droplets, which restricted their ability to move and resulted in complete immobilization and death within several hours of contact. The rate of decomposition of the nematodes varied considerably, with most individuals persisting for weeks whereas others were degraded within several days and appeared to be colonized by dense hyphal growth. This study provides the first documentation of a non-agaricoid fungus producing secretory cells that are able to immobilize nematodes.

  • 有山 正孝
    日本物理学会誌
    1961年 16 巻 6 号 427-
    発行日: 1961/06/05
    公開日: 2021/04/14
    ジャーナル フリー
  • Kazuo TAKEUCHI, Masayuki ATSUCHI, Shoji ODA, Minoru JINBO, Takeshi MASUI, Motohide OGASHIWA
    Neurologia medico-chirurgica
    1968年 10 巻 132-133
    発行日: 1968年
    公開日: 2007/08/17
    ジャーナル フリー
  • その所属腱索および乳頭筋について
    島田 博
    日本医科大学雑誌
    1981年 48 巻 6 号 779-789
    発行日: 1981/12/15
    公開日: 2010/10/14
    ジャーナル フリー
    Although there have been numerous articles concerning the anatomy of the atrioventricular valve in man, only a few publications have recorded the relationship between the chordae tendineae and the papillary muscles. The purpose of this paper is to study the relationship among the shape and size of the atrioventricular valve, the chordae tendineae and the papillary muscles. 50 subjects, as listed in Table 1, were analyzed by the Taniya-Hashimoto Method.
    The results obtained were as follows:
    1) The right atrioventricular valve was classified into two types: 33 cases (66%) of three irregularly shaped cusps, i.
    e
    . type I, and 17 cases (34%) of four or five cusps, i.
    e
    . type II.
    2) The average circumference of the right atrioventricular orifice (ostium atrioventriculare dextrum) was 11.
    96
    cm (9.63.15.06cm) in type I and 12.19cm (9.52.15.
    22
    cm) in type H. There existed no significant difference in the circumference of the atrioventricular orifice between type I and II.
    3) The average length of the cusp-fundus (the length of the fixed margin of the cusp) was as follows:
    type I: anterior cusp…………4.13cm (2.03-6.
    96
    cm)
    posterior cusp…………3.62cm (1.21-
    5
    .44cm)
    septalcusp……………4.21cm (3.11-6.08cm)
    type II: anterior cusp…………4.10cm (2.68-
    5
    .42cm)
    posterior cusp…………3.67cm (0.
    94
    -
    5
    .70cm)
    septal cusp……………4.43cm (2.
    96
    -6.53cm)
    4) The average width of the cusp (the maximum distance between the apex and the fundus of the cusp) was as follows:
    type I: anterior cusp…………1.86cm (1.26-2.29cm)
    posterior cusp…………1.62cm (0.62-2.
    94
    cm)
    septal cusp……………1.76cm (1.15-2.72 cm)
    type II: anterior cusp…………1.92cm (1.40-2.34cm)
    posterior cusp…………1.72cm (0.
    94
    -2.42cm)
    septal cusp……………1.
    84
    cm (1.14-2.53cm)
    The length or width of the cusp in type I was similar to that in type II.
    5
    ) The papillary muscles consisted of five groups, which were named the anterior, postlateral, postmedial, postseptal and septal muscles. The average number of the papillary muscles per right ventricle was
    5
    .
    7
    (2.0.9.0). The chordae tendineae from the anterior papillarymuscles were attached to the anterior and posterior cusps and those from the postlateral and postmedial muscles were attached to the posterior and septal cusps. The chordae tendineae from the postseptal muscles were linked only to the septal cusp and those from the septal muscles were connected to the septal and anterior cusps.
    6) The average number of the stems of the chordae tendineae from the papillary muscles were as follows:
    From the anterior papillary muscles………
    7
    .2 (2.0-14.0)
    the postlateral papillary muscles……3.
    5
    (1.0-
    8
    .0)
    the postmedial papillary muscles……4.0 (1.0-
    8
    .0) the postseptal papillary muscles……4.
    5
    (1.0-13.0) the septal papillary muscles………
    5
    .
    7
    (2.0-12.0)
    The average n umber of the stems of the chordae tendineae per right ventricle was 24.4 (16.0-35.0).
    7
    ) The tip of the chordae tendineae are attached to the fixed margin of the valve cusp, i.
    e
    . type A, to the ventricular surface, i.
    e
    . type B and to the free margin, i.
    e
    . type C. The average number of them were 23.4 (14.0-32.0) in type A, 19.2 (4.0-37.0) in type B and 68.1 (31.0-105.0) in type C. The average number of the apexes of the chordae tendineae per right ventricle was 110.
    7
    (53.0-166.0).
    8
    ) The average number of the chordae tendineae for the anterior cusp was 34.9 (12.0-64.0), for the posterior cusp 30.
    5
    (
    5
    .0-65.0) and for the septal cusp 45.3 (23.0-68.0).
  • / 鵜飼 恵三, KEIZO UGAI
    地盤工学会論文報告集
    1998年 38 巻 3 号 201-207
    発行日: 1998/09/15
    公開日: 2008/02/29
    ジャーナル フリー
    A comparative study of the static and dynamic response of a slope is carried out, using the large deformation theory of the updated Lagrangian formulation and the conventional infinitesimal theory. In the static analysis, a strength reduction method proposed by one of the authors is used to evaluate the safety factor of the slope. It is found that by the large deformation theory, the safety factor is larger than that calculated by the infinitesimal theory, and this difference becomes large along with the reduction of elastic modulus. In the dynamic analysis, it is observed that the large deformation theory gives smaller sliding displacement and larger response acceleration than the infinitesimal approach. It is concluded that in many cases the large deformation approach gives more adequate solutions.
  • 井合 進, 森田 年一, 亀岡 知弘, 松永 康男, 安彦 和之
    土質工学会論文報告集
    1995年 35 巻 1 号 115-131
    発行日: 1995/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    In the 1993 Kushiro-oki Earthquake of Richter magnitude
    7
    .
    8
    , simultaneous recording of earthquake motions was successfully made at the ground surface and at a depth of 77 meters in a dense saturated sand deposit. The peak horizontal acceleration was 0.47 g on the ground surface and 0.21 g at a depth of 77 meters. The acceleration record at the ground surface showed a distinctive ground response, which consisted of a cyclic motion having a period of about 1.
    5
    seconds overlain by a spike at each peak of the motion. In order to study the mechanism of this peculiar ground response, effective stress analysis was conducted on the dense saturated sand deposit. The model used for this study was a strain space multiple mechanism model, which takes into account the effect of principal stress axis rotation. The recorded earthquake motion at a depth of 77 meters was used as the input earthquake motion for the analysis. Sampling after in-situ freezing was done in order to evaluate the properties of the sand. The results of the analysis indicated that the observed ground response was due to the effect of dilatancy of sand, which plays a significant role in the response of the dense saturated sand deposits during strong earthquake motions.
  • 第II編 青年者,老年者,各種内分泌疾患患者および肝疾患患者におけるEstrogens排泄値について
    永浜 勤
    関西医科大学雑誌
    1966年 18 巻 3 号 195-208
    発行日: 1966/12/20
    公開日: 2013/02/19
    ジャーナル フリー
    Urinary estrogens (
    E
    ) were determined by means of fluorimetric method described previously in normal young adults and normal aged adults of both sex as well as in patients with pituitary-adrenocortical disorders, gonadal disease and chronic liver disease, totalling 80 subjects. Each fraction of estrone (EO), estradiol (ED) and estriol (ET)was measured in every subjects. In a part of them, in where ACTH-test with daily injections of 20 units ACTH-Z for 3 days, suppression test with Dexamethasone and Gonadotropin test were performed, change of urinary excretion on estrogens was also studied. The results obtained from thus measured 222 times totally are summerized as follows.
    1) In
    8
    subjects of normal young adult males(20-28 years old), the mean of daily excretion of urinary total estrogens (
    E
    ) and its standard deviation (SD) were found to be 16.35×
    5.03μg
    (EO: 3.03×1.69μg, ED: 2.63×1.73μg and ET: 10.58×
    2.96μg
    ). The mean and its SD of daily excretion per 1 m2 of body surface area, measured in 6out of
    8
    sublects, was
    7
    .32×3.82μg. The means and their SD of total
    E
    in
    7
    normal young menstruating femals (20~34 years old) during follicular phase and luteal phase were 23.07×12.2μg(EO:
    5
    .
    97
    ×3.10μg, ED: 4.31×2.08μg and ET: 13.21×4.39μg)and 41.55×14.40μg(EO: 12.73×2.50μg, ED:
    7
    .89×3.40μg and ET: 21.00×
    5.45μg
    )respectively. The mean and the SD in
    8
    normal aged males(70-
    84
    years old)was 9.88×4.73μg for total
    E
    (EO: 1.51×0.80μg, ED: 1.77×1.35μg and ET: 6.60×3.47μg)with a conversion value per 1 m2 of body surface area as
    7
    .32×3.82μg which was calculated in
    5
    out of
    8
    subjects. The means and their SD in
    8
    normal aged feamles(69-
    84
    years old)was
    8
    .45×3.12μg for total
    E
    (EO: 1.56×1.34μg, ED: 1.90×1.52μg and ET:
    5
    .00×2.73μg)and
    7
    .18×3.26μg for
    E
    excretion per 1 m2 of body surface area calculated in
    5
    out of
    8
    subjects.
    2) A change of total
    E
    excretion was observed on ACTH-test in 2 normal young males, which illustrated that the daily excretions orderly increased by injection of ACTH with the maximum value being on the third day and rapid return to the preinjected value after discontinuation of the injection. The minimum, maximum and average values of the sum of amount of increases on the second and the third days of ACTH injection were 15.1μg,116.1μg and 49.9μg respectively in normal adult males,31.4μg,
    96.6μg
    and 50.0μg espectively in
    5
    normal menstruating females,
    8.3μg
    37.5μg
    and 24.6μg respectively in
    5
    normal aged males and 6.4μg,
    4.97μg
    and 19.1μg respectively in 4 normal aged females.
  • 斉 洋之, 高津戸 秀, 池川 信夫, 田中 洋子, スミス コニー, デルカ F.ヘクター
    Chemical and Pharmaceutical Bulletin
    1984年 32 巻 10 号 3866-3872
    発行日: 1984/10/25
    公開日: 2008/03/31
    ジャーナル フリー
    Chemical synthesis of (
    22
    E
    , 24R)- and (
    22
    E
    , 24S)-1, 24-dihydroxy-
    Δ22
    -vitamin
    D3
    has been achieved starting with the commercially available dinorcholenic acid acetate. Synthesis involved introduction of the 1-hydroxy group by a reduction of the 1, 2-epoxide generated by epoxidation of the 1, 4, 6-trien-3-one. The side chain on the steroid was then constructed by means of a Wittig reaction followed by introduction of the
    Δ7
    bond by standard methods and its protection with 1-phenyl-1, 2, 4-triazoline-3,
    5
    -dione. Subsequent reduction of the hydroxy groups in the steroid side chain followed by reduction of the Diels-Alder addition products yielded the both 24-isomers. The
    5
    ,
    7
    -dienes were irradiated and the corresponding vitamin
    D
    compounds isolated. Nuclear magnetic resonance was used to identify individual isomers. The (
    22
    E
    , 24S)-1, 24-hydroxyvitamin
    D3
    compound bound equally well to the chick intestinal cytosol receptor as 1, 25-dihydroxyvitamin
    D3
    , while the 24R-isomer was approximately ten times less active. In vivo, both isomers were less active than 1, 25-dihydroxyvitamin
    D3
    ; however, the 24S-isomer was considerably more active than the 24R-isomer approaching the activity of 1, 25-dihydroxyvitamin
    D3
    .
  • Yasutomo ISHII, Andrei SMOLYAKOV
    Plasma and Fusion Research
    2008年 3 巻 048
    発行日: 2008/08/20
    公開日: 2009/02/20
    ジャーナル フリー
    Alfven resonance effects on the evolution of a magnetic island driven by an externally applied perturbation are investigated for rotating plasmas. The simulation results show the importance of Alfven resonance for obtaining a perturbed current profile and estimating a critical value of the external perturbation, beyond which the magnetic island grows rapidly. The nonlinear evolution of the externally driven magnetic island is also investigated at low and high viscosities ν. It is shown that the transition phase accompanying the secondary reconnection at the initial X-point in the driven magnetic island evolution occurs in low resistivity and viscosity plasmas.
  • 金谷 守, 河井 正, 栃木 均
    地盤工学会論文報告集
    2001年 41 巻 6 号 79-96
    発行日: 2001/12/15
    公開日: 2008/02/29
    ジャーナル フリー
    In this paper, centrifuge shaking table tests were conducted in order to understand the performance of seawalls during a seismic event. The model tests showed that the displacement of the caisson was much affected by the seaward shear deformation of the sand seabed beneath it during shaking. It was also confirmed that an armored embankment played an important role in the displacement of the caisson during shaking. Based on these test results, a two-dimensional DEM-FEM coupled analysis method was newly developed to numerically predict the deformation of seawalls covered with armored embankments during earthquakes. The movements of the armor units were calculated by DE analysis and deformations of the caisson, rubble mound, sand seabed and backfill were calculated by FE analysis considering the non-linearity of the soil materials based on the effective stress. Dynamic interaction was taken into account by delivering the nodal displacements of the finite elements or the nodal forces converted from the contact forces through the imaginary distinct elements defined at the boundaries between the DE and FE domain. The applicability of this method to the prediction of the deformation of seawalls was verified through numerical simulations of the centrifuge model test.
  • 本城 勇介, 岩本 悟志, 杉本 三千雄, 鬼丸 貞友, 吉澤 睦博
    地盤工学会論文報告集
    1998年 38 巻 1 号 131-143
    発行日: 1998/03/15
    公開日: 2008/02/29
    ジャーナル フリー
    Seismic records obtained from a seismometer array located in downtown Tokyo Japan for about ten years were inversely analyzed to estimate the dynamic soil parameters. Due to the illposed nature of the problem, the simple and often used "least square method" does not properly estimate the parameters. The Extended Bayesian Method combined with the Akaike Bayesian Information Criterion was introduced to overcome this difficulty. The results obtained were compared with dynamic triaxial test results obtained at the time of the seismometer installation. The shear moduli agree quite well with the estimated results, however the damping ratios estimated are slightly higher than the ones obtained in the laboratory.
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