start-ver=1.4
cd-journal=joma
no-vol=61
cd-vols=
no-issue=2
article-no=
start-page=271
end-page=282
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2021
dt-pub=202104
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=Reliability-based design for earth-fill dams against severe natural disaster events
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=The maintenance of geotechnical structures, such as earth-fill dams, is required as a countermeasure against severe natural disasters, particularly earthquakes and heavy rains. The reliability-based analysis introduced here is in response to the recent demand for low-cost improvements.First, a statistical model of N values was determined from Swedish weight sounding (SWS) tests to present the spatial variability of the soil strength. Then, a reliability-based analysis of embankments was conducted by considering the variability of the internal friction angle derived from N value, and the seismic hazard for the Nankai Trough. The next step was to evaluate the probability of the overflow of earth-fills during heavy rains. The rainfall intensity was considered as a probabilistic parameter, and the various rainfall patterns were tested by the proposed method. Finally, the total risk due to both earthquakes and heavy rains was evaluated for an earth-fill site. As a result, the possibility for the practical use of the proposed method in making plans for the maintenance of deteriorated earth-fill dams was verified.
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=1
ORCID=

en-aut-name=ShibataToshifumi
en-aut-sei=Shibata
en-aut-mei=Toshifumi
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=2
ORCID=

en-aut-name=ShukuTakayuki
en-aut-sei=Shuku
en-aut-mei=Takayuki
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=3
ORCID=

affil-num=1
en-affil=Graduate School of Environmental and Life Science, Okayama University
kn-affil=

affil-num=2
en-affil=Graduate School of Environmental and Life Science, Okayama University
kn-affil=

affil-num=3
en-affil=Graduate School of Environmental and Life Science, Okayama University
kn-affil=
en-keyword=risk evaluation
kn-keyword=risk evaluation
en-keyword=earth-fill dam
kn-keyword=earth-fill dam
en-keyword=damage probability
kn-keyword=damage probability
en-keyword=dam breaching
kn-keyword=dam breaching
en-keyword=spatial variability
kn-keyword=spatial variability
en-keyword=spatial variability
kn-keyword=spatial variability
en-keyword=natural disaster
kn-keyword=natural disaster
en-keyword=hazard curve
kn-keyword=hazard curve
en-keyword=fragility curve
kn-keyword=fragility curve
en-keyword=sounding test
kn-keyword=sounding test
END

start-ver=1.4
cd-journal=joma
no-vol=25
cd-vols=
no-issue=1
article-no=
start-page=1
end-page=4
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2020
dt-pub=202003
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=Efficient modelling of 3-d finite element mesh formation with use of 3-d topographic survey
kn-title=3次元計測を利用した効率的な3次元有限要素モデル化法の提案
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract= 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.
en-copyright=
kn-copyright=

en-aut-name=KANESHIGEMinoru
en-aut-sei=KANESHIGE
en-aut-mei=Minoru
kn-aut-name=金重稔
kn-aut-sei=金重
kn-aut-mei=稔
aut-affil-num=1
ORCID=

en-aut-name=NISHIMURAShin-ichi
en-aut-sei=NISHIMURA
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=2
ORCID=

en-aut-name=SHIBATAToshifumi
en-aut-sei=SHIBATA
en-aut-mei=Toshifumi
kn-aut-name=柴田俊文
kn-aut-sei=柴田
kn-aut-mei=俊文
aut-affil-num=3
ORCID=

en-aut-name=SHUKUTakayuki
en-aut-sei=SHUKU
en-aut-mei=Takayuki
kn-aut-name=珠玖隆行
kn-aut-sei=珠玖
kn-aut-mei=隆行
aut-affil-num=4
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学大学院環境生命科学研究科

affil-num=2
en-affil=
kn-affil=岡山大学大学院環境生命科学研究科

affil-num=3
en-affil=
kn-affil=岡山大学大学院環境生命科学研究科

affil-num=4
en-affil=
kn-affil=岡山大学大学院環境生命科学研究科
en-keyword=3-dimensional survey
kn-keyword=3-dimensional survey
en-keyword=UAV
kn-keyword=UAV
en-keyword=finite element mesh modelling
kn-keyword=finite element mesh modelling
END

start-ver=1.4
cd-journal=joma
no-vol=38
cd-vols=
no-issue=
article-no=
start-page=1
end-page=1
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2016
dt-pub=201611
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=地球環境問題と環境マネジメント
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=1
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学環境管理センター 
END

start-ver=1.4
cd-journal=joma
no-vol=
cd-vols=
no-issue=
article-no=
start-page=76
end-page=92
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2014
dt-pub=201406
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=Simplified approach to evaluate total external loading to Kojima Lake
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=
en-copyright=
kn-copyright=

en-aut-name=NISHIMURAShin-ichi
en-aut-sei=NISHIMURA
en-aut-mei=Shin-ichi
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=1
ORCID=

en-aut-name=OKUBOKenji
en-aut-sei=OKUBO
en-aut-mei=Kenji
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=2
ORCID=

en-aut-name=MORITAHidenori
en-aut-sei=MORITA
en-aut-mei=Hidenori
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=3
ORCID=

en-aut-name=KOSKIAHOJari
en-aut-sei=KOSKIAHO
en-aut-mei=Jari
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=4
ORCID=

en-aut-name=TATTARISirrka
en-aut-sei=TATTARI
en-aut-mei=Sirrka
kn-aut-name=
kn-aut-sei=
kn-aut-mei=
aut-affil-num=5
ORCID=

affil-num=1
en-affil=
kn-affil=

affil-num=2
en-affil=
kn-affil=

affil-num=3
en-affil=
kn-affil=

affil-num=4
en-affil=
kn-affil=

affil-num=5
en-affil=
kn-affil=
END

start-ver=1.4
cd-journal=joma
no-vol=26
cd-vols=
no-issue=
article-no=
start-page=62
end-page=
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2004
dt-pub=200411
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=編集後記
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=1
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学
END

start-ver=1.4
cd-journal=joma
no-vol=27
cd-vols=
no-issue=
article-no=
start-page=55
end-page=
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2005
dt-pub=200512
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=編集後記
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=1
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学
END

start-ver=1.4
cd-journal=joma
no-vol=1
cd-vols=
no-issue=1
article-no=
start-page=193
end-page=198
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=1996
dt-pub=199603
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=Settlement Prediction Method Using Observed Settlement Velocity
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=ShimadaKiyoshi
en-aut-sei=Shimada
en-aut-mei=Kiyoshi
kn-aut-name=島田清
kn-aut-sei=島田
kn-aut-mei=清
aut-affil-num=1
ORCID=

en-aut-name=NishimuraSin-ichi
en-aut-sei=Nishimura
en-aut-mei=Sin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=2
ORCID=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=3
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学
en-keyword=consolidation
kn-keyword=consolidation
en-keyword=settlement prediction
kn-keyword=settlement prediction
en-keyword=soft ground
kn-keyword=soft ground
en-keyword=sand drains
kn-keyword=sand drains
en-keyword=one-dimensional consolidation
kn-keyword=one-dimensional consolidation
END

start-ver=1.4
cd-journal=joma
no-vol=1
cd-vols=
no-issue=1
article-no=
start-page=181
end-page=192
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=1996
dt-pub=199603
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=Prediction of Pore Water Pressures in Several Embankment Dams by Normal and Back Analyses
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=1
ORCID=

en-aut-name=NaritaMutsuya
en-aut-sei=Narita
en-aut-mei=Mutsuya
kn-aut-name=成田睦也
kn-aut-sei=成田
kn-aut-mei=睦也
aut-affil-num=2
ORCID=

en-aut-name=
en-aut-sei=
en-aut-mei=
kn-aut-name=ChengChin Thai
kn-aut-sei=Cheng
kn-aut-mei=Chin Thai
aut-affil-num=3
ORCID=

en-aut-name=ShimadaKiyoshi
en-aut-sei=Shimada
en-aut-mei=Kiyoshi
kn-aut-name=島田清
kn-aut-sei=島田
kn-aut-mei=清
aut-affil-num=4
ORCID=

en-aut-name=NishimuraShinichi
en-aut-sei=Nishimura
en-aut-mei=Shinichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=5
ORCID=

en-aut-name=
en-aut-sei=
en-aut-mei=
kn-aut-name=OforiEmanual
kn-aut-sei=Ofori
kn-aut-mei=Emanual
aut-affil-num=6
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学

affil-num=4
en-affil=
kn-affil=岡山大学

affil-num=5
en-affil=
kn-affil=岡山大学

affil-num=6
en-affil=
kn-affil=岡山大学
en-keyword=Unsaturated soils
kn-keyword=Unsaturated soils
en-keyword=fill dams
kn-keyword=fill dams
en-keyword=pore water pressure
kn-keyword=pore water pressure
en-keyword=back analysis
kn-keyword=back analysis
en-keyword=FEM
kn-keyword=FEM
END

start-ver=1.4
cd-journal=joma
no-vol=2
cd-vols=
no-issue=1
article-no=
start-page=107
end-page=120
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=1997
dt-pub=19970110
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=
kn-title=Determination of Crossarm Installation in Fill Dams by Back Analysis
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=1
ORCID=

en-aut-name=
en-aut-sei=
en-aut-mei=
kn-aut-name=OforiEmmanuel
kn-aut-sei=Ofori
kn-aut-mei=Emmanuel
aut-affil-num=2
ORCID=

en-aut-name=ShimadaKiyoshi
en-aut-sei=Shimada
en-aut-mei=Kiyoshi
kn-aut-name=島田清
kn-aut-sei=島田
kn-aut-mei=清
aut-affil-num=3
ORCID=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=4
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学

affil-num=4
en-affil=
kn-affil=岡山大学
END

start-ver=1.4
cd-journal=joma
no-vol=5
cd-vols=
no-issue=1
article-no=
start-page=145
end-page=151
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2000
dt-pub=20000229
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=Evaluation of Liquefaction Resistance by In-situ Testing and Its Application to Reliability Design
kn-title=現場試験による液状化強度の評価と信頼性設計への適用
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=1
ORCID=

en-aut-name=ShimizuHideyoshi
en-aut-sei=Shimizu
en-aut-mei=Hideyoshi
kn-aut-name=清水英良
kn-aut-sei=清水
kn-aut-mei=英良
aut-affil-num=2
ORCID=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=3
ORCID=

en-aut-name=ShimadaKiyoshi
en-aut-sei=Shimada
en-aut-mei=Kiyoshi
kn-aut-name=島田清
kn-aut-sei=島田
kn-aut-mei=清
aut-affil-num=4
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岐阜大学農学部

affil-num=3
en-affil=
kn-affil=岡山大学

affil-num=4
en-affil=
kn-affil=東京農工大学農学部
en-keyword=probability of liquefaction
kn-keyword=probability of liquefaction
en-keyword=reliability design
kn-keyword=reliability design
en-keyword=spatial variability of soil parameters
kn-keyword=spatial variability of soil parameters
en-keyword=statistical model of earthquake frequency
kn-keyword=statistical model of earthquake frequency
en-keyword=dynamic shear strength
kn-keyword=dynamic shear strength
END

start-ver=1.4
cd-journal=joma
no-vol=6
cd-vols=
no-issue=1
article-no=
start-page=85
end-page=97
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2001
dt-pub=20010228
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=One-dimensional Compression Tests of Sludge Cake from Dredged Sludge
kn-title=浚渫ヘドロ脱水ケーキの一次元圧縮試験
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=WakitaniYoshiaki
en-aut-sei=Wakitani
en-aut-mei=Yoshiaki
kn-aut-name=脇谷芳招
kn-aut-sei=脇谷
kn-aut-mei=芳招
aut-affil-num=1
ORCID=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=2
ORCID=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=3
ORCID=

en-aut-name=InoueTakashi
en-aut-sei=Inoue
en-aut-mei=Takashi
kn-aut-name=井上隆司
kn-aut-sei=井上
kn-aut-mei=隆司
aut-affil-num=4
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学

affil-num=4
en-affil=
kn-affil=岡山大学
en-keyword=sludge cake
kn-keyword=sludge cake
en-keyword=one-dimensional compression test
kn-keyword=one-dimensional compression test
en-keyword=e〜log p curve
kn-keyword=e〜log p curve
en-keyword=compression index
kn-keyword=compression index
en-keyword=void ratio
kn-keyword=void ratio
END

start-ver=1.4
cd-journal=joma
no-vol=7
cd-vols=
no-issue=1
article-no=
start-page=55
end-page=74
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2002
dt-pub=20020322
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=Damage factors analysis for small embankment dams due to the Hyogoken-Nambu earthquake special to Hokudan Town
kn-title=兵庫県南部地震による北淡町を中心にしたため池の被害の要因分析
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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).
en-copyright=
kn-copyright=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=1
ORCID=

en-aut-name=KunimasaKana
en-aut-sei=Kunimasa
en-aut-mei=Kana
kn-aut-name=国政華奈
kn-aut-sei=国政
kn-aut-mei=華奈
aut-affil-num=2
ORCID=

en-aut-name=NanbaAkiyo
en-aut-sei=Nanba
en-aut-mei=Akiyo
kn-aut-name=難波明代
kn-aut-sei=難波
kn-aut-mei=明代
aut-affil-num=3
ORCID=

en-aut-name=YokomizoTakayuki
en-aut-sei=Yokomizo
en-aut-mei=Takayuki
kn-aut-name=横溝隆之
kn-aut-sei=横溝
kn-aut-mei=隆之
aut-affil-num=4
ORCID=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=5
ORCID=

en-aut-name=ShimadaKiyoshi
en-aut-sei=Shimada
en-aut-mei=Kiyoshi
kn-aut-name=島田清
kn-aut-sei=島田
kn-aut-mei=清
aut-affil-num=6
ORCID=

en-aut-name=HoriToshio
en-aut-sei=Hori
en-aut-mei=Toshio
kn-aut-name=堀俊男
kn-aut-sei=堀
kn-aut-mei=俊男
aut-affil-num=7
ORCID=

en-aut-name=NishiyamaTatsuro
en-aut-sei=Nishiyama
en-aut-mei=Tatsuro
kn-aut-name=西山竜朗
kn-aut-sei=西山
kn-aut-mei=竜朗
aut-affil-num=8
ORCID=

en-aut-name=WakitaniYoshiaki
en-aut-sei=Wakitani
en-aut-mei=Yoshiaki
kn-aut-name=脇谷芳招
kn-aut-sei=脇谷
kn-aut-mei=芳招
aut-affil-num=9
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学

affil-num=4
en-affil=
kn-affil=岡山大学

affil-num=5
en-affil=
kn-affil=岡山大学

affil-num=6
en-affil=
kn-affil=元岡山大学環境理工学部環境管理工学科(現東京農工大学)

affil-num=7
en-affil=
kn-affil=(株)ウエスコ

affil-num=8
en-affil=
kn-affil=岡山大学

affil-num=9
en-affil=
kn-affil=岡山大学
en-keyword=Earth dam
kn-keyword=Earth dam
en-keyword=earthquake damage
kn-keyword=earthquake damage
en-keyword=site investigation
kn-keyword=site investigation
en-keyword=statistical analysis
kn-keyword=statistical analysis
en-keyword=case study
kn-keyword=case study
END

start-ver=1.4
cd-journal=joma
no-vol=11
cd-vols=
no-issue=1
article-no=
start-page=83
end-page=88
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=2006
dt-pub=20060315
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=Characteristics of Dredged Sludges by Desiccation
kn-title=乾燥による底泥の性質変化
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=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.
en-copyright=
kn-copyright=

en-aut-name=TakisawaTomoaki
en-aut-sei=Takisawa
en-aut-mei=Tomoaki
kn-aut-name=滝澤倫顕
kn-aut-sei=滝澤
kn-aut-mei=倫顕
aut-affil-num=1
ORCID=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=2
ORCID=

en-aut-name=MurakamiAkira
en-aut-sei=Murakami
en-aut-mei=Akira
kn-aut-name=村上章
kn-aut-sei=村上
kn-aut-mei=章
aut-affil-num=3
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学

affil-num=3
en-affil=
kn-affil=岡山大学
en-keyword=Dredged sludges
kn-keyword=Dredged sludges
en-keyword=consolidation
kn-keyword=consolidation
en-keyword=permeability
kn-keyword=permeability
en-keyword=solidification material
kn-keyword=solidification material
en-keyword=XRF
kn-keyword=XRF
END

start-ver=1.4
cd-journal=joma
no-vol=83
cd-vols=
no-issue=1
article-no=
start-page=43
end-page=51
dt-received=
dt-revised=
dt-accepted=
dt-pub-year=1994
dt-pub=1994
dt-online=
en-article=
kn-article=
en-subject=
kn-subject=
en-title=Some Considerations on the Accuracy of the Stochastic Finite Element Method
kn-title=確率有限要素法の精度に関する2,3の考察
en-subtitle=
kn-subtitle=
en-abstract=
kn-abstract=(1)確率有限要素法の二手法である線形近似法とモンテカルロ法についての定式化を示した.特に,モンテカルロシミュレーションについては,一変数一次元確率場と一変数二次元確率場の乱数発生法について示した. (2)ヤング率の自己相関関数を表現するのに必要な要素分割数について考察を行った.その結果,本解析モデルに関しては,10〜15分割で変位の平均値,標準偏差が収束することが分かった (3)線形近似法とモンテカルロ法の結果の比較を行った.それによると,線形近似法の結果は,ヤング率の変動係数が0.2の場合まではモンテカルロ法の結果とよく一致するという結論が得られた.ただし,変位の平均値における二手法間での相違は,ヤング率の変動係数が大きい場合でも,本研究の例題に関しては実務上無視しても差し支えないほどの大きさであることが分かった. 本研究の数値計算には,岡山大学情報処理センターのACOS2010,SX-1Eを使用した。
en-copyright=
kn-copyright=

en-aut-name=NishimuraShin-ichi
en-aut-sei=Nishimura
en-aut-mei=Shin-ichi
kn-aut-name=西村伸一
kn-aut-sei=西村
kn-aut-mei=伸一
aut-affil-num=1
ORCID=

en-aut-name=FujiiHiroaki
en-aut-sei=Fujii
en-aut-mei=Hiroaki
kn-aut-name=藤井弘章
kn-aut-sei=藤井
kn-aut-mei=弘章
aut-affil-num=2
ORCID=

affil-num=1
en-affil=
kn-affil=岡山大学

affil-num=2
en-affil=
kn-affil=岡山大学
en-keyword=確率有限要素法
kn-keyword=確率有限要素法
en-keyword=線形近似法
kn-keyword=線形近似法
en-keyword=モンテカルロ法
kn-keyword=モンテカルロ法
END