Pub Date : 1967-08-20DOI: 10.2208/JSCEJ1949.1967.144_11
F. Takagi, Yoji Baba
{"title":"A STUDY ON MECHANISM OF VERTICAL INFILTRATION","authors":"F. Takagi, Yoji Baba","doi":"10.2208/JSCEJ1949.1967.144_11","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.144_11","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129715254","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 : 1967-08-20DOI: 10.2208/JSCEJ1949.1967.144_39
Minoru Yamamoto, S. Morichi
{"title":"TWO-DIMENSIONAL PHOTOELASTIC EXPERIMENT MADE BY GELATINE GEL","authors":"Minoru Yamamoto, S. Morichi","doi":"10.2208/JSCEJ1949.1967.144_39","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.144_39","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115332044","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 : 1967-08-20DOI: 10.2208/JSCEJ1949.1967.144_20
K. Ueshita, G. G. Meyerhof
{"title":"ELASTIC DISPLACEMENT OF MULTI-LAYER SOIL SYSTEMS","authors":"K. Ueshita, G. G. Meyerhof","doi":"10.2208/JSCEJ1949.1967.144_20","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.144_20","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"53 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121042544","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 : 1967-08-20DOI: 10.2208/JSCEJ1949.1967.144_49
K. Suga
All present river bed equilibrium theories presuppose rectangular sections. This practice will bring satisfactory results in the case where the cross section of the river bed is nearly horizontal like that of the upper reaches of a sand-bank dam, but is not accurate in the case of a complicated cross section or of the cross section of a compound channel often seen at a repaired river. In this paper, therefore, the analysis is made of equilibrium longitudinal sections of river channel with consideration for the cross sections. As the cross sections in the dynamic equilibrium state still remain unknown, examples of the cross sections of compound channels and parabola have been taken for cross sections. Two kinds of solutions under varied equilibrium conditions have been worked out by using the Manning's roughness coefficient n and the equivalent roughness ks for the friction term. Also studies have been made on theoretically unsolved factors and application problems. By the method of this paper it will become possible to obtain solutions for general stable cross sections too in similar ways.
目前所有的河床平衡理论都以矩形断面为前提。这种做法在河床横断面近乎水平的情况下（如沙坝上游的河床横断面）会带来令人满意的结果，但在横断面复杂的情况下或在修复后的河道中经常出现的复合河道横断面的情况下就不准确了。因此，本文在分析河道纵向平衡断面时考虑了横断面。由于动态平衡状态下的横断面仍然未知，因此横断面以复合河道和抛物线的横断面为例。通过使用曼宁粗糙度系数 n 和摩擦项的等效粗糙度 ks，得出了不同平衡条件下的两种解法。此外，还对理论上未解决的因素和应用问题进行了研究。通过本文的方法，也可以用类似的方法求得一般稳定截面的解。
{"title":"THE STABLE LONGITUDINAL PROFILES OF RIVER BEDS","authors":"K. Suga","doi":"10.2208/JSCEJ1949.1967.144_49","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.144_49","url":null,"abstract":"All present river bed equilibrium theories presuppose rectangular sections. This practice will bring satisfactory results in the case where the cross section of the river bed is nearly horizontal like that of the upper reaches of a sand-bank dam, but is not accurate in the case of a complicated cross section or of the cross section of a compound channel often seen at a repaired river. In this paper, therefore, the analysis is made of equilibrium longitudinal sections of river channel with consideration for the cross sections. As the cross sections in the dynamic equilibrium state still remain unknown, examples of the cross sections of compound channels and parabola have been taken for cross sections. Two kinds of solutions under varied equilibrium conditions have been worked out by using the Manning's roughness coefficient n and the equivalent roughness ks for the friction term. Also studies have been made on theoretically unsolved factors and application problems. By the method of this paper it will become possible to obtain solutions for general stable cross sections too in similar ways.","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126651014","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 : 1967-07-20DOI: 10.2208/JSCEJ1949.1967.143_36
Banjiro Yamada
{"title":"ON THE ONE-DIMENSIONAL CONSOLIDATION BY THE THREE-DIMENSIONAL DEHYDRATION","authors":"Banjiro Yamada","doi":"10.2208/JSCEJ1949.1967.143_36","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.143_36","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"159 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123098523","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 : 1967-07-20DOI: 10.2208/JSCEJ1949.1967.143_16
K. Amano, Masahisa Fujita
{"title":"A STUDY ON THE PROGRESS PROCESS OF THE URBAN POPULATION DENSITY DISTRIBUTION PATTERN","authors":"K. Amano, Masahisa Fujita","doi":"10.2208/JSCEJ1949.1967.143_16","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.143_16","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114299576","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 : 1967-07-20DOI: 10.2208/JSCEJ1949.1967.143_9
K. Ueshita, G. G. Meyerhof
{"title":"SURFACE DISPLACEMENT OF SOIL-ROCK SYSTEMS UNDER UNIFORMLY DISTRIBUTED LOADS","authors":"K. Ueshita, G. G. Meyerhof","doi":"10.2208/JSCEJ1949.1967.143_9","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.143_9","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122621409","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 : 1967-07-20DOI: 10.2208/JSCEJ1949.1967.143_22
T. Hatano
{"title":"DEFORMATION AND FAILURE OF CONCRETE UNDER COMBINED COMPRESSIVE STRESSES","authors":"T. Hatano","doi":"10.2208/JSCEJ1949.1967.143_22","DOIUrl":"https://doi.org/10.2208/JSCEJ1949.1967.143_22","url":null,"abstract":"","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"247 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1967-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132620905","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}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：