| フルテキストURL | fulltext20210421_3.pdf |
|---|---|
| 著者 | Nishimura, Shin-ichi| Shibata, Toshifumi| Shuku, Takayuki| |
| キーワード | risk evaluation earth-fill dam damage probability dam breaching spatial variability spatial variability natural disaster hazard curve fragility curve sounding test |
| 備考 | This fulltext is available in Apr. 2023| © 2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This manuscript version is made available under the CC-BY-NC-ND 4.0 License. http://creativecommons.org/licenses/by-nc-nd/4.0/. This is the accepted manuscript version. The formal published version is available at https://doi.org/10.1016/j.sandf.2020.09.004. | |
| 発行日 | 2021-04 |
| 出版物タイトル | Soils and Foundations |
| 巻 | 61巻 |
| 号 | 2号 |
| 出版者 | Elsevier |
| 開始ページ | 271 |
| 終了ページ | 282 |
| ISSN | 00380806 |
| NCID | AA00700879 |
| 資料タイプ | 学術雑誌論文 |
| 言語 | 英語 |
| OAI-PMH Set | 岡山大学 |
| 著作権者 | © 2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. |
| 論文のバージョン | author |
| DOI | 10.1016/j.sandf.2020.09.004 |
| Web of Science KeyUT | 000634817700002 |
| 関連URL | isVersionOf https://doi.org/10.1016/j.sandf.2020.09.004 |
| JaLCDOI | 10.18926/fest/58060 |
|---|---|
| タイトル（別表記） | Efficient modelling of 3-d finite element mesh formation with use of 3-d topographic survey |
| フルテキストURL | fest_025_001_004.pdf |
| 著者 | 金重 稔| 西村 伸一| 柴田 俊文| 珠玖 隆行| |
| 抄録 | In this decade, 3-dimensional topographic survey has been developed by using the UAV as like drones. With the technique, the complete topographies of the geo-structures can be measured. Although the accurate shapes of the geo-structures can be obtained, the numerical methods as like the finite element method is are not related to the 3-dimensional survey directly. In this research, the finite mesh modelling technique with use of the 3-D topographic survey is developed. The models of the earth-fill embankments formed from measured 3-D data are introduced as the examples. |
| キーワード | 3-dimensional survey UAV finite element mesh modelling |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 2020-03 |
| 巻 | 25巻 |
| 号 | 1号 |
| 開始ページ | 1 |
| 終了ページ | 4 |
| ISSN | 13419099 |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| フルテキストURL | erc_038_001.pdf |
|---|---|
| 著者 | 西村 伸一| |
| 出版物タイトル | 環境制御 |
| 発行日 | 2016-11 |
| 巻 | 38巻 |
| 開始ページ | 1 |
| 終了ページ | 1 |
| ISSN | 0917-1533 |
| オフィシャル URL | http://www.okayama-u.ac.jp/user/emc| |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| 著者 | NISHIMURA, Shin-ichi| OKUBO, Kenji| MORITA, Hidenori| KOSKIAHO, Jari| TATTARI, Sirrka| |
|---|---|
| 発行日 | 2014-06 |
| 出版物タイトル | SYKE-OU Project Report |
| 資料タイプ | 研究報告書 |
| 著者 | 西村 伸一| |
|---|---|
| 発行日 | 2004-11 |
| 出版物タイトル | 環境制御 |
| 巻 | 26巻 |
| 資料タイプ | その他 |
| 著者 | 西村 伸一| |
|---|---|
| 発行日 | 2005-12 |
| 出版物タイトル | 環境制御 |
| 巻 | 27巻 |
| 資料タイプ | その他 |
| JaLCDOI | 10.18926/fest/11639 |
|---|---|
| フルテキストURL | 001_193_198.pdf |
| 著者 | 島田 清| 西村 伸一| 藤井 弘章| |
| 抄録 | This paper presents a new method for prediction of consolidation settlements of soft grounds. The method is based on the theoretical result which shows that the settlement velocity of soft grounds non-improved or improved with sand drains decreases exponentially with time. Final settlements can be easily derived from the regression analysis for the relationship between the elapsed time and the observed settlement velocity. The method has advantages of its simplicity and capability to give the satisfactorily good estimate of the consolidation settlements, and also the support of the theoretical background. |
| キーワード | consolidation settlement prediction soft ground sand drains one-dimensional consolidation |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 1996-03 |
| 巻 | 1巻 |
| 号 | 1号 |
| 開始ページ | 193 |
| 終了ページ | 198 |
| ISSN | 1341-9099 |
| 言語 | 英語 |
| 論文のバージョン | publisher |
| NAID | 120002314033 |
| JaLCDOI | 10.18926/fest/11636 |
|---|---|
| フルテキストURL | 001_181_192.pdf |
| 著者 | 藤井 弘章| 成田 睦也| Cheng Chin Thai| 島田 清| 西村 伸一| Ofori Emanual| |
| 抄録 | This paper describes the prediction of seepage in the impervious zones of six embankment dams by seepage analysis. In addition, by making use of the available monitored pore water pressure data of the first filling of reservoir, back analysis was carried out to estimate the best fit seepage parameters. The estimated parameters were used for further prediction of pore water pressures in subsequent monitored durations with reasonable accuracy. The accuracy of prediction was evaluated quantitatively by the prediction difference and error index. The results show that the error indices in the upstream sides of the impervious zones are smaller than those in the downstream sides. |
| キーワード | Unsaturated soils fill dams pore water pressure back analysis FEM |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 1996-03 |
| 巻 | 1巻 |
| 号 | 1号 |
| 開始ページ | 181 |
| 終了ページ | 192 |
| ISSN | 1341-9099 |
| 言語 | 英語 |
| 論文のバージョン | publisher |
| NAID | 120002313591 |
| JaLCDOI | 10.18926/fest/11612 |
|---|---|
| フルテキストURL | 002_107_120.pdf |
| 著者 | 藤井 弘章| Ofori Emmanuel| 島田 清| 西村 伸一| |
| 抄録 | This paper discusses a numerical model that can be used to optimize the installation in a zoned type and a homogeneous type fill dam. Before installation in a real dam to evaluate dam behavior, numerical model described in this paper is carried out on a prototype dam to check the optimum installation, using cross arm measurements. Three cross arm installations at the upstream, the core and downstream to measure displacements are considered. The installation options considered are three cross arm combinations for best installation to verify the safety of dams and to reduce cost. Finite element method is used for generating the displecement field in a linear elastic numerical model. The generated data is used as an input data in the back analysis to check the adequacy of each installation option. |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 1997-01-10 |
| 巻 | 2巻 |
| 号 | 1号 |
| 開始ページ | 107 |
| 終了ページ | 120 |
| ISSN | 1341-9099 |
| 言語 | 英語 |
| 論文のバージョン | publisher |
| NAID | 120002313925 |
| JaLCDOI | 10.18926/fest/11591 |
|---|---|
| タイトル（別表記） | Evaluation of Liquefaction Resistance by In-situ Testing and Its Application to Reliability Design |
| フルテキストURL | 005_145_151.pdf |
| 著者 | 西村 伸一| 清水 英良| 藤井 弘章| 島田 清| |
| 抄録 | A calculation method of probability of liquefaction is proposed in this paper. The spatial variability of soil parameters for the dynamic shear strength, i.e., N-values, median grain size, fines contents, and the statistical characteristics of the earthquake frequency are considered in the analysis. The standard penetration test (SPT) is convenient to estimate the spatial variability of the dynamic shear strength and mainly used in this study. Furthermore the determination of dynamic shear strength based on Swedish weight Sounding test also introduced here, because it is the simpler test than SPT. While the statistical model of the earthquake frequency is determined based on the record of historical earthquakes. Using this method the probability of liquefaction is calculated. The sand compaction pile method is considered for the ground improvement against the liquefaction. Finally, the relationship between the sand replacement rate and the probability of liquefaction is clarified. |
| キーワード | probability of liquefaction reliability design spatial variability of soil parameters statistical model of earthquake frequency dynamic shear strength |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 2000-02-29 |
| 巻 | 5巻 |
| 号 | 1号 |
| 開始ページ | 145 |
| 終了ページ | 151 |
| ISSN | 1341-9099 |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| NAID | 120002314022 |
| JaLCDOI | 10.18926/fest/11539 |
|---|---|
| タイトル（別表記） | One-dimensional Compression Tests of Sludge Cake from Dredged Sludge |
| フルテキストURL | 006_085_097.pdf |
| 著者 | 脇谷 芳招| 藤井 弘章| 西村 伸一| 井上 隆司| |
| 抄録 | One-dimensional compression tests were performed to investigate compression characteristics of sludge cake used as a construction material. The sludge cake is dewatering product of dredged sludge from the bottom of a lake. The test results show following compression characteristics. (1) For the undisturbed samples, e-log p curves show compressibility of overconsolidated clay ordinatily observed. (2) For the disturbed samples, there observed compressibility close to that of ordinary normally consolidated clay. (3) For the recompressed samples, there observed two turning points on e-log p curve. The compression presures(p(c1) and p(c2)) at those points for the unsubmerged tests have a linear correlation with the recompression pressure(p(s)). The submerged tests give very small values of p(c1) and p(c2) compared with the case of unsubmerged test. (4) For the recompressed samples, the first compression index(C(c1)) after p(c) has a linear correlation with the initial void ratio(e(0)), and the second compression index(C(c2)) shows almost constant value. |
| キーワード | sludge cake one-dimensional compression test e～log p curve compression index void ratio |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 2001-02-28 |
| 巻 | 6巻 |
| 号 | 1号 |
| 開始ページ | 85 |
| 終了ページ | 97 |
| ISSN | 1341-9099 |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| NAID | 120002313853 |
| JaLCDOI | 10.18926/fest/11528 |
|---|---|
| タイトル（別表記） | Damage factors analysis for small embankment dams due to the Hyogoken-Nambu earthquake special to Hokudan Town |
| フルテキストURL | 007_055_074.pdf |
| 著者 | 藤井 弘章| 国政 華奈| 難波 明代| 横溝 隆之| 西村 伸一| 島田 清| 堀 俊男| 西山 竜朗| 脇谷 芳招| |
| 抄録 | This study was performed to clarify which factors affected damage to take-ike (small embankment dams for irrigation in Japanese) of Hokudan Town on Awaji Island in western Japan due to Hyogoken-Nambu earthquake. Multivariate and ordinary statistical analysis were carried out using documentary data (181 damaged and 328 undamaged dams), and ordinary one was done for the results investigated in situ. The model for the multivariate analysis was created with 13 items and 94 categories for 4 groups (Location, Geology Structure, and History of Dam). As a result, the factors causing to damage for dam are (1) the nearest fault (Nojima, Mizukoshi and D2), (2) embankment volume (the larger the more), (3) angle of crest axis to epicenter (diagonal and normal), (4) distance to the nearest fault (less than 500 m), (5) distance to the epicenter (8 to 14 km which almost agree to the location of seismic intensity 7 JMA), (6) play view of dam axis (3 or 4 axes), (7) angle of crest axis to nearest fault (diagonal and normal), (8) elevation of dam site (over 100 m), (9) surface geology of dam site (non-cohesive soil), (10) era of construction (prior to 1891), and (11) soil properties of embankment (constructed of sand, smaller penetration resistance). |
| キーワード | Earth dam earthquake damage site investigation statistical analysis case study |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 2002-03-22 |
| 巻 | 7巻 |
| 号 | 1号 |
| 開始ページ | 55 |
| 終了ページ | 74 |
| ISSN | 1341-9099 |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| NAID | 120002314039 |
| JaLCDOI | 10.18926/fest/11438 |
|---|---|
| タイトル（別表記） | Characteristics of Dredged Sludges by Desiccation |
| フルテキストURL | 011_083_088.pdf |
| 著者 | 滝澤 倫顕| 西村 伸一| 村上 章| |
| 抄録 | To examine the possible reuse of dredged sludge in view of construction material, physico-chemical properties and geotechnical characteristics of desiccated sludge are investigated through laboratory experiments. The consistency test, the pH test, the XRF test and the X-ray diffraction analysis are carried out for physico-chemical proteries, and the conolidation test and the permeability test are made for geotechnical characteristics. It is concluded that the history of desiccation changes the consistency of sludge and affects its permeability and consolidation bahavior. |
| キーワード | Dredged sludges consolidation permeability solidification material XRF |
| 出版物タイトル | 岡山大学環境理工学部研究報告 |
| 発行日 | 2006-03-15 |
| 巻 | 11巻 |
| 号 | 1号 |
| 開始ページ | 83 |
| 終了ページ | 88 |
| ISSN | 1341-9099 |
| 言語 | 日本語 |
| 論文のバージョン | publisher |
| NAID | 120002313636 |
| 著者 | 西村 伸一| 藤井 弘章| |
|---|---|
| 発行日 | 1994 |
| 出版物タイトル | 岡山大学農学部学術報告 |
| 巻 | 83巻 |
| 号 | 1号 |
| 資料タイプ | 紀要論文 |