Shi-Yu Xu, Muhammad Irfan Khan, K. K. Pabodha M. Kannangara, Yiu Yin Lee
{"title":"利用图像分析法对带倾斜回填土的挡土结构的渐进破坏机制进行实验研究","authors":"Shi-Yu Xu, Muhammad Irfan Khan, K. K. Pabodha M. Kannangara, Yiu Yin Lee","doi":"10.1007/s11440-024-02392-y","DOIUrl":null,"url":null,"abstract":"<div><p>In this study, a reduced-scale retaining wall specimen was subjected to laboratory testing to examine the strain localization phenomena behind an earth-retaining structure under passive conditions. The specimen was backfilled with two distinct soil materials—sand and fine gravels—in a medium dense state, while also retaining sloping ground surfaces with varying inclinations. The soil particle movement within the backfill was monitored and tracked through successive images captured at a consistent rate using a camera, as the wall progressively approached the backfill. By employing the digital image correlation technique, von Mises strain contours within the backfill were subsequently deduced from the recorded soil particle displacement field. This method unveiled the distribution and progression of strain concentration bands. Moreover, the laboratory tests documented the horizontal force–displacement curve of the wall, the earth pressure distribution across depth, and the wall’s uplift. These findings were verified against various analytical models and finite element simulations, illustrating good alignment. The von Mises strain maps disclosed the presence of a distinct boundary within the backfill, beyond which soil particles remained immobile during the pushover test. This boundary manifested during the early phases of the test when stress levels were relatively low. For specimens with positive slopes, this boundary evolved into the ultimate failure surface, characterized by a geometry resembling a log-spiral curve. Conversely, for specimens with negative slopes, the failure surface may not adhere to this log-spiral boundary; instead, it might follow a more direct route, resembling the straight line predicted by Rankine theory.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"19 12","pages":"7893 - 7922"},"PeriodicalIF":5.6000,"publicationDate":"2024-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis\",\"authors\":\"Shi-Yu Xu, Muhammad Irfan Khan, K. K. Pabodha M. Kannangara, Yiu Yin Lee\",\"doi\":\"10.1007/s11440-024-02392-y\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In this study, a reduced-scale retaining wall specimen was subjected to laboratory testing to examine the strain localization phenomena behind an earth-retaining structure under passive conditions. The specimen was backfilled with two distinct soil materials—sand and fine gravels—in a medium dense state, while also retaining sloping ground surfaces with varying inclinations. The soil particle movement within the backfill was monitored and tracked through successive images captured at a consistent rate using a camera, as the wall progressively approached the backfill. By employing the digital image correlation technique, von Mises strain contours within the backfill were subsequently deduced from the recorded soil particle displacement field. This method unveiled the distribution and progression of strain concentration bands. Moreover, the laboratory tests documented the horizontal force–displacement curve of the wall, the earth pressure distribution across depth, and the wall’s uplift. These findings were verified against various analytical models and finite element simulations, illustrating good alignment. The von Mises strain maps disclosed the presence of a distinct boundary within the backfill, beyond which soil particles remained immobile during the pushover test. This boundary manifested during the early phases of the test when stress levels were relatively low. For specimens with positive slopes, this boundary evolved into the ultimate failure surface, characterized by a geometry resembling a log-spiral curve. Conversely, for specimens with negative slopes, the failure surface may not adhere to this log-spiral boundary; instead, it might follow a more direct route, resembling the straight line predicted by Rankine theory.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"19 12\",\"pages\":\"7893 - 7922\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-09-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-024-02392-y\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02392-y","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis
In this study, a reduced-scale retaining wall specimen was subjected to laboratory testing to examine the strain localization phenomena behind an earth-retaining structure under passive conditions. The specimen was backfilled with two distinct soil materials—sand and fine gravels—in a medium dense state, while also retaining sloping ground surfaces with varying inclinations. The soil particle movement within the backfill was monitored and tracked through successive images captured at a consistent rate using a camera, as the wall progressively approached the backfill. By employing the digital image correlation technique, von Mises strain contours within the backfill were subsequently deduced from the recorded soil particle displacement field. This method unveiled the distribution and progression of strain concentration bands. Moreover, the laboratory tests documented the horizontal force–displacement curve of the wall, the earth pressure distribution across depth, and the wall’s uplift. These findings were verified against various analytical models and finite element simulations, illustrating good alignment. The von Mises strain maps disclosed the presence of a distinct boundary within the backfill, beyond which soil particles remained immobile during the pushover test. This boundary manifested during the early phases of the test when stress levels were relatively low. For specimens with positive slopes, this boundary evolved into the ultimate failure surface, characterized by a geometry resembling a log-spiral curve. Conversely, for specimens with negative slopes, the failure surface may not adhere to this log-spiral boundary; instead, it might follow a more direct route, resembling the straight line predicted by Rankine theory.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.