Pub Date : 1968-10-20DOI: 10.2208/JSCEJ1949.1968.158_25
H. Sumitomo
{"title":"DYNAMIC ANALYSIS OF DEMAND VARIATION IN WATER SUPPLY SYSTEM","authors":"H. Sumitomo","doi":"10.2208/JSCEJ1949.1968.158_25","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.158_25","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"70 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126489039","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1968-10-20DOI: 10.2208/JSCEJ1949.1968.158_49
Banjiro Yamada
The author proposed a method of analyzing the one-dimensional consolidation due to the three-dimensional dehydration in the previous paper. The method can be applied to the case where a structure is loaded locally on the comparatively wide ground, but it is often unapplicable to the consolidation effect of the ground with the long-stretched structures such as ordinary roads or embankments. In such case, the dehydration accompanying with the consolidation is thought to occur mainly in two directions, namely in the transverse direction of the structure and in the vertical direction of the consolidated layer, and the dehydration is practically observed as the synthetic flow of these two flows. Therefore, it is necessarily required to regard the phenomena as the one-dimensional consolidation due to the two-dimensional dehydration in the analysis of such cases. The method of analyzing of the consolidation effects with such cases and its application are mainly reported in the present paper.
{"title":"ON THE ONE-DIMENSIONAL CONSOLIDATION DUE TO THE TWO-DIMENSIONAL DEHYDRATION WITH THE SECONDARY COMPRESSION TAKEN INTO CONSIDERATION","authors":"Banjiro Yamada","doi":"10.2208/JSCEJ1949.1968.158_49","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.158_49","url":null,"abstract":"The author proposed a method of analyzing the one-dimensional consolidation due to the three-dimensional dehydration in the previous paper. The method can be applied to the case where a structure is loaded locally on the comparatively wide ground, but it is often unapplicable to the consolidation effect of the ground with the long-stretched structures such as ordinary roads or embankments. In such case, the dehydration accompanying with the consolidation is thought to occur mainly in two directions, namely in the transverse direction of the structure and in the vertical direction of the consolidated layer, and the dehydration is practically observed as the synthetic flow of these two flows. Therefore, it is necessarily required to regard the phenomena as the one-dimensional consolidation due to the two-dimensional dehydration in the analysis of such cases. The method of analyzing of the consolidation effects with such cases and its application are mainly reported in the present paper.","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130984460","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1968-10-20DOI: 10.2208/JSCEJ1949.1968.158_17
R. Sato, Tetsuichiro Kawasaki
{"title":"EFFECTS OF VISCOSITY ON THE VIBRATION OF WELLS","authors":"R. Sato, Tetsuichiro Kawasaki","doi":"10.2208/JSCEJ1949.1968.158_17","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.158_17","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"2013 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-10-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127310367","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"RATE OF RECHARGE AND FREE SURFACE IN THE STEADY SEEPAGE FROM CANAL INTO GROUND WITH SHALLOW WATER LEVEL","authors":"T. Uno","doi":"10.2208/JSCEJ1949.1968.157_28","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.157_28","url":null,"abstract":"要 旨 水路浸透における浸透流量と自由水面形と の関係については,た とえばKozenyやDachlerの 研 究があるが,そ れらは地盤の境界における水位が一定の 場合を扱っている。 本研究はそれらに対して,地 下水の伏流がある地盤に ついて,水 路より上流側のある距離に境界を設定して, その境界の水位を一定に保った場合と,そ の境界におけ る地下水の伏流流量を一定に保った場合の水路浸透に伴 う自由水面形または自由水位の上昇量と浸透流量との関 係を検討したものである。本文では,定 常浸透状態の自 由水面が浸透流量の多少などによって,水 路浸透開始前 の水面よりどの程度上昇するかという面に主眼点をおい ている。研究の結果,水 路浸透による自由水面の上昇量 は浸透流量にほぼ比例すること,上流側の境界条件とし て定水位の場合には自由水面の上昇量は水路からの距離 に関して指数関数的に減衰するけれども,定流量の場合 には自由水面は元水面からほぼ一定の高さだけ上昇する ことなど興味ある事実を認めた。","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"87 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133804751","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1968-09-20DOI: 10.2208/JSCEJ1949.1968.157_42
S. Hata, T. Muro
{"title":"FRICTION AND WEAR OF A STEEL PLATE AGAINST SANDY SOIL","authors":"S. Hata, T. Muro","doi":"10.2208/JSCEJ1949.1968.157_42","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.157_42","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"75 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129422793","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1968-09-20DOI: 10.2208/JSCEJ1949.1968.157_54
Y. Akita, T. Yada, I. Yanagisawa
{"title":"A FUNDAMENTAL STUDY ON BELOWGROUND TANK STORING CRYOGENIC LIQUEFIED GAS","authors":"Y. Akita, T. Yada, I. Yanagisawa","doi":"10.2208/JSCEJ1949.1968.157_54","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1968.157_54","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"242 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1968-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115788934","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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