{"title":"桩墩荷载沉降预测","authors":"H. Poulos","doi":"10.1061/JSFEAQ.0001779","DOIUrl":null,"url":null,"abstract":"A simple method is presented for the prediction of load-settlement behavior to failure of single piles and piers. The results of theoretical elastic analysis of pile settlement behavior are used as a basis for the method, which assumes linear relationships to failure between base load and settlement. An analysis is made of several published and load tests on piles in clay and sand and empirical values of soil modulus are suggested. Comparisons between observed and predicted load-settlement behavior show reasonable agreement.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"80 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1972-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"22","resultStr":"{\"title\":\"LOAD-SETTLEMENT PREDICTION FOR PILES AND PIERS\",\"authors\":\"H. Poulos\",\"doi\":\"10.1061/JSFEAQ.0001779\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A simple method is presented for the prediction of load-settlement behavior to failure of single piles and piers. The results of theoretical elastic analysis of pile settlement behavior are used as a basis for the method, which assumes linear relationships to failure between base load and settlement. An analysis is made of several published and load tests on piles in clay and sand and empirical values of soil modulus are suggested. Comparisons between observed and predicted load-settlement behavior show reasonable agreement.\",\"PeriodicalId\":372915,\"journal\":{\"name\":\"Journal of the Soil Mechanics and Foundations Division\",\"volume\":\"80 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1972-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"22\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of the Soil Mechanics and Foundations Division\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/JSFEAQ.0001779\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Soil Mechanics and Foundations Division","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/JSFEAQ.0001779","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
A simple method is presented for the prediction of load-settlement behavior to failure of single piles and piers. The results of theoretical elastic analysis of pile settlement behavior are used as a basis for the method, which assumes linear relationships to failure between base load and settlement. An analysis is made of several published and load tests on piles in clay and sand and empirical values of soil modulus are suggested. Comparisons between observed and predicted load-settlement behavior show reasonable agreement.
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
