start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page= end-page= dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=–ÚŽŸ en-subtitle= kn-subtitle= en-abstract= kn-abstract= en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-sei=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-mei= aut-affil-num=1 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page= end-page= dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=‰œ•t en-subtitle= kn-subtitle= en-abstract= kn-abstract= en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-sei=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-mei= aut-affil-num=1 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=37 end-page=37 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=ŠÂ‹«—HŠw•”‹³ˆõˆê——•\i2008”N12ŒŽ1“úŒ»Ýj en-subtitle= kn-subtitle= en-abstract= kn-abstract= en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-sei=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-mei= aut-affil-num=1 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page= end-page= dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=•\ކE‰p•¶–ÚŽŸ en-subtitle= kn-subtitle= en-abstract= kn-abstract= en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-sei=‰ªŽR‘åŠwŠÂ‹«—HŠw•”L•ñˆÏˆõ‰ï kn-aut-mei= aut-affil-num=1 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=29 end-page=38 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title=Transition of Arable Land Use in Okayama Prefecture kn-title=‰ªŽRŒ§‚Ìk’n—˜—p‚Ì„ˆÚ en-subtitle= kn-subtitle= en-abstract= kn-abstract=In this study, a long-term transition on arable land use and planted acreage in Okayama prefecture is mainly examined. There were no substantial changes at the area of the cultivated acreage and the use level of arable land before World War II. In statistics after 1965, the use level of the cultivated acreage and arable land has decreased remarkably. In this point, it is clearly observed that the cultivated acreage in 2005 has decreased by 60 percent compared with 1960 and the area of the field has importantly decresed in the same period about 80 percent. In addition, the uncultivated arable land in 2005 has increased double (or more) compared with 1975. Finally, this analysis concretely illustrated decreasing of man's concern for the production of food. Because a part of the safety of food is threatened recently, it is important in above all to procure food safely. Moreover, to reinforce a domestic production of food the decision and the execution of an effective policy are requested. en-copyright= kn-copyright= en-aut-name=IchiminamiFumikazu en-aut-sei=Ichiminami en-aut-mei=Fumikazu kn-aut-name=Žs“ì•¶ˆê kn-aut-sei=Žs“ì kn-aut-mei=•¶ˆê aut-affil-num=1 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw en-keyword=arable land use kn-keyword=arable land use en-keyword=planted acreage kn-keyword=planted acreage en-keyword=food production kn-keyword=food production en-keyword=Okayama prefecture kn-keyword=Okayama prefecture END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=23 end-page=28 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=Laboratory Investigation of Ethanol/Bentonite Slurry Grouting into Rock Fractures: Preliminary Resalts en-subtitle= kn-subtitle= en-abstract= kn-abstract=During underground space development, groundwater seepage mostly occurs which may seriously affect the stability of deep excavations as well as retard progress of construction. For smooth progress of work, effective construction and operation of a disposal facility for high level radioactive waste (HLW), it is important to control seepage into excavations by sealing off fractures or fissures and excavation disturbed zones (EDZ) to control groundwater inflow during the construction phase of such a facility. In this study, a series of experiments were conducted on ethanol/bentonite slurries in the laboratory with the aim of determining the effect of a hydrophilic solvent such as ethanol on the hydraulic and injection characteristic of bentonite slurry for the sealing of fissures to control ground water seepage during the construction phase of a repository. Preliminary results revealed ethanol/bentonite slurry as an effective grouting material capable of penetrating micro fractures (100ƒÊm or less) and with the permeability of the grouted medium being as low as 10E-7cm/s. The results also show that the effectiveness and efficiency of grouting is dependent on the type of injection and fissure size. Dynamic injection was observed to be efficient as it was able to inject high dense slurry. en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=ChegbelehLarry Pax kn-aut-sei=Chegbeleh kn-aut-mei=Larry Pax aut-affil-num=1 ORCID= en-aut-name=NishigakiMakoto en-aut-sei=Nishigaki en-aut-mei=Makoto kn-aut-name=¼Š_½ kn-aut-sei=¼Š_ kn-aut-mei=½ aut-affil-num=2 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AkudagoJohn Apambilla kn-aut-sei=Akudago kn-aut-mei=John Apambilla aut-affil-num=3 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AlimMd. Abdul kn-aut-sei=Alim kn-aut-mei=Md. Abdul aut-affil-num=4 ORCID= en-aut-name=KomatsuMitsuru en-aut-sei=Komatsu en-aut-mei=Mitsuru kn-aut-name=¬¼–ž kn-aut-sei=¬¼ kn-aut-mei=–ž aut-affil-num=5 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=2 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=3 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=4 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=5 en-affil= kn-affil=‰ªŽR‘åŠw en-keyword=Dynamic injection kn-keyword=Dynamic injection en-keyword=permeability kn-keyword=permeability en-keyword=swelling kn-keyword=swelling en-keyword=bentonite kn-keyword=bentonite en-keyword=clay kn-keyword=clay END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=17 end-page=22 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=Capillary cut design for soil-groundwater salinity control en-subtitle= kn-subtitle= en-abstract= kn-abstract=Soil-groundwater salinity issues have assumed a worldwide dimension. It is believed that when groundwater level is less than 2 m there is the possibility of salinity transfer between the soil and groundwater due to factors such as capillary forces. One-dimensional column tests were conducted in the laboratory to find a suitable capillary cut design. The capillary cut material comprised a 20 cm thick 2?4.7 mm and a combination of 2?4.7 mm and 9.5?19 mm gravel material. In all, four different designs were tested by compacting Oji sand in the various columns. Groundwater level of 0.75 m from the top was maintained while salt solution of 10% concentration was allowed to flow under capillary forces through the columns. The water content in the columns were monitored using frequency domain reflectrometry-vector analyzer (FDR-V) after which soil samples from 10 m interval in each column was taken for electrical conductivity measurements. The results showed that 5 cm thick, 2?4.7 mm gravel sandwiching coarser material (e.g. 5 cm thick 9.5?19 mm or 10 cm thick 9.5?19 mm gravel material) proved to be very useful design to cut capillarity. en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AkudagoJohn Apambilla kn-aut-sei=Akudago kn-aut-mei=John Apambilla aut-affil-num=1 ORCID= en-aut-name=NishigakiMakoto en-aut-sei=Nishigaki en-aut-mei=Makoto kn-aut-name=¼Š_½ kn-aut-sei=¼Š_ kn-aut-mei=½ aut-affil-num=2 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=ChegbelehLarry Pax kn-aut-sei=Chegbeleh kn-aut-mei=Larry Pax aut-affil-num=3 ORCID= en-aut-name=KomatsuMitsuru en-aut-sei=Komatsu en-aut-mei=Mitsuru kn-aut-name=¬¼–ž kn-aut-sei=¬¼ kn-aut-mei=–ž aut-affil-num=4 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AlimMd. Abdul kn-aut-sei=Alim kn-aut-mei=Md. Abdul aut-affil-num=5 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=2 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=3 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=4 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=5 en-affil= kn-affil=‰ªŽR‘åŠw en-keyword=soil-groundwater salinity kn-keyword=soil-groundwater salinity en-keyword=capillary cut kn-keyword=capillary cut en-keyword=filter media design kn-keyword=filter media design END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=13 end-page=16 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=Determination of Soil-Water Characteristic Curves of Unsaturated Sandy Soils Using Membrane Filter with Stainless Wire Mesh en-subtitle= kn-subtitle= en-abstract= kn-abstract=Soil-water characteristic curve (SWCC) is an important soil function in an unsaturated soil mechanics field for design and analyses of any unsaturated earth structures. Determination of SWCC is not easy and more so time consuming. Generally, ceramic disc with high air-entry value has been used in the pressure plate apparatus for this purpose by many people. Now-a-days membrane filter is being used as a suitable alternative to ceramic disc. However, experience shows, it has disadvantage of breakage after one time use especially with coarse grain soils (sandy soils). In this study, membrane filter with stainless wire mesh was used to solve this problem and the SWWC was compared with the results obtained without wire mesh. Results showed that membrane filter with stainless wire mesh can be used to determine the SWCC for coarse grain soils. en-copyright= kn-copyright= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AlimMd. Abdul kn-aut-sei=Alim kn-aut-mei=Md. Abdul aut-affil-num=1 ORCID= en-aut-name=NishigakiMakoto en-aut-sei=Nishigaki en-aut-mei=Makoto kn-aut-name=¼Š_½ kn-aut-sei=¼Š_ kn-aut-mei=½ aut-affil-num=2 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=ChegbelehLarry Pax kn-aut-sei=Chegbeleh kn-aut-mei=Larry Pax aut-affil-num=3 ORCID= en-aut-name= en-aut-sei= en-aut-mei= kn-aut-name=AkudagoJohn Apambilla kn-aut-sei=Akudago kn-aut-mei=John Apambilla aut-affil-num=4 ORCID= en-aut-name=KomatsuMitsuru en-aut-sei=Komatsu en-aut-mei=Mitsuru kn-aut-name=¬¼–ž kn-aut-sei=¬¼ kn-aut-mei=–ž aut-affil-num=5 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=2 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=3 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=4 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=5 en-affil= kn-affil=‰ªŽR‘åŠw en-keyword=SWCC kn-keyword=SWCC en-keyword=Unsaturated sandy soils kn-keyword=Unsaturated sandy soils en-keyword=Membrane filter kn-keyword=Membrane filter en-keyword=Stainless wire mesh kn-keyword=Stainless wire mesh END start-ver=1.4 cd-journal=joma no-vol=14 cd-vols= no-issue=1 article-no= start-page=1 end-page=11 dt-received= dt-revised= dt-accepted= dt-pub-year=2009 dt-pub=20090316 dt-online= en-article= kn-article= en-subject= kn-subject= en-title= kn-title=Evaluation for interventions against influenza of H5N1 in Sapporo-city by using an Individual Based Model en-subtitle= kn-subtitle= en-abstract= kn-abstract=The spread of the highly pathogenic avian influenza (H5N1) among domestic poultry and wild birds has caused global concern over the outbreak of an influenza pandemic of H5N1. The "Pandemic Influenza Preparedness Action Plan" determines the strategy against an influenza pandemic in Japan. Simulations were carried out using an individual based model (IBM). The IBM targeted a virtual area with a population of 100,000 using the demographic data of Sapporo-city, Hokkaido. The effectiveness of targeted antiviral prophylaxis (TAP), geographical targeted antiviral prophylaxis (GTAP), school closure, and pre-pandemic vaccination were explored. Moreover, this study focused on infections among children, who have a high attack rate, and analyzed the effectiveness of interventions for school-age targeted antiviral prophylaxis (STAP). Consequently, TAP, which is recommended by the "Pandemic Influenza Preparedness Action Plan", was found to have high effectiveness in the suppression of the outbreak. Moreover, this study showed the importance of intervention among children, such as STAP and school closure, to prevent the spread of H5N1 influenza. en-copyright= kn-copyright= en-aut-name=MorimotoTomoko en-aut-sei=Morimoto en-aut-mei=Tomoko kn-aut-name=X–{’qŽq kn-aut-sei=X–{ kn-aut-mei=’qŽq aut-affil-num=1 ORCID= en-aut-name=ZenihanaTomohiro en-aut-sei=Zenihana en-aut-mei=Tomohiro kn-aut-name=‘K‰Ô’mO kn-aut-sei=‘K‰Ô kn-aut-mei=’mO aut-affil-num=2 ORCID= en-aut-name=MaitaniYusuke en-aut-sei=Maitani en-aut-mei=Yusuke kn-aut-name=•Ä’J—S‰î kn-aut-sei=•Ä’J kn-aut-mei=—S‰î aut-affil-num=3 ORCID= en-aut-name=IshikawaHirofumi en-aut-sei=Ishikawa en-aut-mei=Hirofumi kn-aut-name=Îì—m•¶ kn-aut-sei=Îì kn-aut-mei=—m•¶ aut-affil-num=4 ORCID= affil-num=1 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=2 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=3 en-affil= kn-affil=‰ªŽR‘åŠw affil-num=4 en-affil= kn-affil=‰ªŽR‘åŠw en-keyword=Influenza kn-keyword=Influenza en-keyword=Pandemic kn-keyword=Pandemic en-keyword=H5N1 kn-keyword=H5N1 en-keyword=Individual Based Model (IBM) kn-keyword=Individual Based Model (IBM) en-keyword=Sapporo kn-keyword=Sapporo END