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  • 水圧破砕に関する幾つかの実験結果
    石島 洋二, 伊藤 芳則, 木下 重教
    日本鉱業会誌
    1981年 97 巻 1126 号 1235-1240
    発行日: 1981/12/25
    公開日: 2011/07/13
    ジャーナル フリー
    Some laboratory hydrofracturing experiments under condition of controlled pressurization rate were conducted using three kinds of materials for two different borehole treatments of the specimen-one is jacketed with silicon rubber membrance at the hole surface (jacketed specimen) and the other is unjacketed (unjacketed specimen). In this work, the following results have been obtained.
    1. Based on the statistical analyses, it has become clear that breakdown pressure Pc correlates well with confining pressure Pc-applied to the unjacketed specimen, and that concerning the regression line of Pc-σ∞, both the Pc value at 0 confining pressure and its slope increase in accordance with increasing pressurization rate. The data were further analyzed statistically to yield a trend that the value dPc/dσ of fitting quadratic curve of Pc becomes slightly decreasing as the confining pressure σ∞ increases (Table 1).
    2. Weak correlation was found between the area of fluid penetration region around the hole and magnitude of breakdown pressure (equivalent to time of pressurization required for failure)(Fig.1).
    3. Two types of acoustic emission activity in time were distinguished. In unjacketed specimens, both two types were observed. On the contrary only one type was realized in jacketed specimens (Figs.3, 4, 5).
    4. Breakdown pressure of jacketed specimen was found to be fairly higher than that of unjacketed specimen, although such tendency was not recognized concerning the pressure at initial occurence of acoustic emission activity.
    5. With an aid of scanning electron microscope, it was observed that growth of induced cracks occurs stably both in jacketed and unjacketed specimens during pressurization process preceding onset of failure (Figs. 6 through 9).
  • 250kg/cm2までの静水圧条件下の水圧破砕
    石島 洋二, 木下 重教, 伊藤 芳則, 町田 和美
    日本鉱業会誌
    1980年 96 巻 1114 号 871-877
    発行日: 1980/12/25
    公開日: 2011/07/13
    ジャーナル フリー
    Laboratory experiments were conducted to examine the validity of the observation equations 1 through 6 in the hydrofracturing stress measurements. Three kinds of rock materials having properties as shown in Table 1 were tested using the apparatus as illustrated in Fig. 2, under the controlled pressurizing rates of 1.0 to 200kg/cm2 s for fluid injection, and under the various confining pressure up to 250kg/cm2. The results of this study may be summarized as follows:
    1. The relationship between the breakdown pressure (Pc) and the confining pressure (σ∞) of these materials was found to be linear as described by Eq. 1, at least in a range of low confining pressure levels (Figs. 7, 8, 9, 10 and 11). However, it was observed in the samples of mortar and plaster that the Pc-σθ curves were bent over a critical confining pressure (Figs. 8 and 9).
    2. For permeable materials, it was recognized that the breakdown pressure was liable to be influenced by the flow rate of injection (Fig. 13).
    3. Stable crack growth could be achieved, too, for the permeable materials, bymeans of repetition of the testing procedures which consist of first pressurizing to the maximum value then followed by shut-in of the injected fluid and/or by releasing fluid (Figs. 4 and 5). The results of these tests revealed that the breakdown pressures were decreasing and converged to the value defined by Eq. 4, with elapsed pumping cycles. This means that the borehole strenth Tθ in Eq. 1 can be estimated from Eq. 6 (Fig. 10 and 11).
    4. It sedms reasonable to define the instantaneous shut-in pressure P's used in Eq. 5' as the one at which the pressure-time curve during the shut-in process becomes linear with a constant slope (Table 3).
  • 災害情報
    2016年 14 巻 231
    発行日: 2016年
    公開日: 2021/04/01
    ジャーナル フリー
  • 日本鉱業会誌
    1983年 99 巻 1144 号 503
    発行日: 1983年
    公開日: 2011/07/13
    ジャーナル フリー
  • 伊藤 高敏, 林 一夫, 阿部 博之
    資源と素材
    1990年 106 巻 3 号 115-119
    発行日: 1990/03/25
    公開日: 2011/01/27
    ジャーナル フリー
    Hydraulic fracturing is now widely used for in-situ tectonic stress measurements. With this technique, the stresses are calculated using equations derived through considerations on crack initiation and crack growth in the tectonic stress field. One of these equations is the so-called breakdown equation which relates the crack initiation pressure to the in-situ stress. However as demonstrated by many laboratory hydrofrac experiments published before, breakdown pressures predicted by the classical breakdown equation do not always agree with the experimental data. To resolve this problem, the mechanics of hydraulic fracture initiation have been investigated by comparing laboratory experiments with theoretical predictions based on the fracture criterion. In this criterion, it is assumed that failure occurs from a wellbore when the maximum principal stress at some fixed distance ahead of the wellbore reaches the tensile strength of the rock. Laboratory hydrofrac experiments were carried out on cubical rock specimens uniaxially loaded. Prior to fracture, the pressurizing fluid may penetrate into the surrounding rock and thus perturb the stress field by increasing the interstitial pore pressure around the wellbore. In order to avoid this effect due to fluid penetration, the experiments were 'carried out by using wellbores jacketed with plastic tubes. Results show that the breakdown pressures predicted by the classical breakdown equation are fairly lower than the breakdown pressures obtained experimentally. On the other hand, the pressures predicted based on the fracture criterion perfectly agree with the experimental data independently of the various conditions of experiments, i. e., the load, the wellbore size and the rock type.
  • 日本鉱業会誌
    1983年 99 巻 1148 号 448
    発行日: 1983年
    公開日: 2011/07/13
    ジャーナル フリー
  • 災害情報
    2016年 14 巻 223
    発行日: 2016年
    公開日: 2021/04/01
    ジャーナル フリー
  • 新型二酸化鉛電極の電解製錬への応用 (第3報)
    深沢 旭, 渡辺 昭雄, 植田 稔
    日本鉱業会誌
    1984年 100 巻 1157 号 599-602
    発行日: 1984/07/25
    公開日: 2011/07/13
    ジャーナル フリー
    As reported earlier, a new-type lead dioxide electrode was developed by the authors. A few of the outstanding charac-t eristics are durability, high resistance to chemical action, and high electric conductivity. The method of preparation consists in electroplating silver on expanded titanium mesh used as a substrate, then applying by electrodeposition a residual-stress-free coating of α-PbO2, and finally a coating of β-PbO2.
    In the present work, scaling-up experiments were carried out with a view to obtaining technical information necessary for the production of the newly developed electrodes in sizes greater than the commercial electrodes. The results indicate that such electrodes can be produced under conditions determinedfrom the data obtained in the laboratory-scale work.
  • 森 麟, 田村 昌仁, 千柄 植
    土木学会論文集
    1987年 1987 巻 388 号 61-70
    発行日: 1987/12/20
    公開日: 2010/08/24
    ジャーナル フリー
    In order to elucidate the mechanism of hydraulic fracturing in sandy ground, we investigate the relation among the hydrofracturing pressure, the confining pressure and the permeability of sand through the injection tests on several kinds of sands, including the cemented sands as well as the cohesionless sands. The result is the following equation.
    Pf=mσ′3t+R
    Pf: hydrofracturing pressure, m: constant (1<=m<=2)
    σ′3: confining pressure, σt: tensile strength
    R: resistance of crack progression
    The value of R depends upon the permeability of sands and increases as the permeability increases.
  • 菅原 勝彦
    資源と素材
    1998年 114 巻 12 号 834-844
    発行日: 1998/10/25
    公開日: 1999/10/01
    ジャーナル フリー
    This paper presents a general view of the recent progress in the studies on in situ rock stress measurements. Knowledge of rock stress is of fundamental importance in a wide range of rock engineering activities, including the safe and economic excavation design in civil and mining engineering, stress-related instability problems of underground openings, dams, slopes, stopes, tunnels and deep wellbores, the interpretation for hot dry rock geothermal energy projects and radioactive waste disposal, and the prediction research of earthquakes. Methods and techniques for in situ rock stress measurements are focussed on, and the recent researches are reviewed to discuss the subject for a future study and the matter to be solved at present.
  • 佐藤 浩, 鷹觜 守彦, 宮崎 真一
    地質学雑誌
    1986年 92 巻 9 号 675-690
    発行日: 1986/09/15
    公開日: 2008/04/11
    ジャーナル フリー
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