{"title":"冲击荷载作用下砂土液化沉降研究","authors":"K. Tanimoto, M. Nishi","doi":"10.2208/JSCEJ1949.1968.152_39","DOIUrl":null,"url":null,"abstract":"quakes resulted in severe damage to engineering works. Extensive laboratory investigations1)-10) on this liquefaction phenomenon have been conducted by many soil engineers for many years, especially since the Niigata earthquake of 1964 which provided much valuable information of this phenomenon. Some important conclusions have been obtained, on the necessary combination of soil conditions and vibratory deformations leading to liquefaction and on the liquefaction process, from these studies. Unfortunately only a few attempts, however, seem to have been made to study this phenomenon in a quantitative way. Ref. 9) may be one of such works of solving case problem in Niigata. The present","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"32 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1968-04-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"STUDY ON SETTLEMENT ASSOCIATED WITH LIQUEFACTION OF SAND SUBJECTED TO IMPACT LOADS\",\"authors\":\"K. Tanimoto, M. Nishi\",\"doi\":\"10.2208/JSCEJ1949.1968.152_39\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"quakes resulted in severe damage to engineering works. Extensive laboratory investigations1)-10) on this liquefaction phenomenon have been conducted by many soil engineers for many years, especially since the Niigata earthquake of 1964 which provided much valuable information of this phenomenon. Some important conclusions have been obtained, on the necessary combination of soil conditions and vibratory deformations leading to liquefaction and on the liquefaction process, from these studies. Unfortunately only a few attempts, however, seem to have been made to study this phenomenon in a quantitative way. Ref. 9) may be one of such works of solving case problem in Niigata. The present\",\"PeriodicalId\":381391,\"journal\":{\"name\":\"Transactions of the Japan Society of Civil Engineers\",\"volume\":\"32 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1968-04-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transactions of the Japan Society of Civil Engineers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2208/JSCEJ1949.1968.152_39\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transactions of the Japan Society of Civil Engineers","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2208/JSCEJ1949.1968.152_39","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
STUDY ON SETTLEMENT ASSOCIATED WITH LIQUEFACTION OF SAND SUBJECTED TO IMPACT LOADS
quakes resulted in severe damage to engineering works. Extensive laboratory investigations1)-10) on this liquefaction phenomenon have been conducted by many soil engineers for many years, especially since the Niigata earthquake of 1964 which provided much valuable information of this phenomenon. Some important conclusions have been obtained, on the necessary combination of soil conditions and vibratory deformations leading to liquefaction and on the liquefaction process, from these studies. Unfortunately only a few attempts, however, seem to have been made to study this phenomenon in a quantitative way. Ref. 9) may be one of such works of solving case problem in Niigata. The present
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