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
1巻
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/11622
フルテキストURL 001_121_133.pdf
著者 前野 詩朗| 山本 哲雄| 名合 宏之|
抄録 In this paper the theoretical procedure to analyze the dynamic behavior of highly saturated sand bed around a cylindrical block under the cyclic loading of water pressure is developed. The fundamental equations were derived for the axially symmetric coordinates. Then, the finite element equations were developed to solve these fundamental equations numerically. Finally, the numerical method was verified by experiments.
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
1巻
1号
開始ページ 121
終了ページ 133
ISSN 1341-9099
言語 英語
論文のバージョン publisher
NAID 120002313416
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
1巻
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/11606
フルテキストURL 001_027_041.pdf
著者 石川 洋文|
抄録 The author has proved the dimension formula of the space of the Hilbert modular type cusp forms of weight two. We present further refinements of the dimension formula for a real quadratic number field Q(√D), and calculate it effectively. We tabulate the dimensions for square-free natural numbers D below 104 with the computer assistance. We also determine all the spaces of their dimension below 10.
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
1巻
1号
開始ページ 27
終了ページ 41
ISSN 1341-9099
言語 英語
論文のバージョン publisher
NAID 120002313526
JaLCDOI 10.18926/fest/11635
フルテキストURL 001_169_179.pdf
著者 Abenney-Mickson Stephen| 三浦 健志|
抄録 The SWAP93 model was used to predict how much capillary rise would occur in cropped fields. The experimental fields were located in a humid climate and it was thought that contribution from groundwater sources to total water use could be significant. In one field planted with soybean, the model predicted an average daily uptake of 1.3 mm; in another field planted with pumpkin, there was average daily uptake of 0.3 mm; and yet in a third field located in a vinyl house there was average daily uptake of 0.03 mm. These predictions represent about 38,7 and 1% contribution to total water use respectively. Even though there were no measured data to compare with, the results lie within the range of other works reported in the literature.
キーワード Crop water use capillary rise SWAP93 model groundwater
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
1巻
1号
開始ページ 169
終了ページ 179
ISSN 1341-9099
言語 英語
論文のバージョン publisher
NAID 120002313364