{"title":"加强粉砂中喷射灌浆柱直径和效率预测的试验和现场调查","authors":"A. Ghodrati, M. Sabermahani, A. H. Korayem","doi":"10.1680/jphmg.21.00075","DOIUrl":null,"url":null,"abstract":"One of the most significant factors affecting the efficiency of jet grouting operation is the diameter of the constructed column, which depends on soil properties, stress state, and operating parameters, including grout pressure (P), grout flow rate (Q), monitor rotational speed (ω) and lifting step (▵s). Treatment efficiency is to gain a larger diameter with specific energy applied per unit length of the column. In this study, a number of full-scale and small-scale single-fluid jet grouting elements were constructed in the field and laboratory to investigate the effects of the main operating parameters on the diameter and treatment efficiency of the columns constructed in silty sand. Furthermore, measured values and obtained trends were controlled by a comprehensive equation commonly used to predict the diameter of jet grouting columns. Results indicate that an increase in the time interval per step (▵t) and grout pressure (P), as well as a decrease in the lifting step (▵s) causes a larger column diameter and lower treatment efficiency. However, a decline in rotational speed (ω) improve both diameter and efficiency. Subsequently, the well-known equation has been modified by taking into account field measurements in this study to predict more accurate values and trends for both full-scale and small-scale jet grouting elements.","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.2000,"publicationDate":"2023-04-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental and field investigation to enhance prediction of jet grouting column diameter and efficiency in silty sand\",\"authors\":\"A. Ghodrati, M. Sabermahani, A. H. Korayem\",\"doi\":\"10.1680/jphmg.21.00075\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"One of the most significant factors affecting the efficiency of jet grouting operation is the diameter of the constructed column, which depends on soil properties, stress state, and operating parameters, including grout pressure (P), grout flow rate (Q), monitor rotational speed (ω) and lifting step (▵s). Treatment efficiency is to gain a larger diameter with specific energy applied per unit length of the column. In this study, a number of full-scale and small-scale single-fluid jet grouting elements were constructed in the field and laboratory to investigate the effects of the main operating parameters on the diameter and treatment efficiency of the columns constructed in silty sand. Furthermore, measured values and obtained trends were controlled by a comprehensive equation commonly used to predict the diameter of jet grouting columns. Results indicate that an increase in the time interval per step (▵t) and grout pressure (P), as well as a decrease in the lifting step (▵s) causes a larger column diameter and lower treatment efficiency. However, a decline in rotational speed (ω) improve both diameter and efficiency. Subsequently, the well-known equation has been modified by taking into account field measurements in this study to predict more accurate values and trends for both full-scale and small-scale jet grouting elements.\",\"PeriodicalId\":48816,\"journal\":{\"name\":\"International Journal of Physical Modelling in Geotechnics\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":1.2000,\"publicationDate\":\"2023-04-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Physical Modelling in Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jphmg.21.00075\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Physical Modelling in Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jphmg.21.00075","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Experimental and field investigation to enhance prediction of jet grouting column diameter and efficiency in silty sand
One of the most significant factors affecting the efficiency of jet grouting operation is the diameter of the constructed column, which depends on soil properties, stress state, and operating parameters, including grout pressure (P), grout flow rate (Q), monitor rotational speed (ω) and lifting step (▵s). Treatment efficiency is to gain a larger diameter with specific energy applied per unit length of the column. In this study, a number of full-scale and small-scale single-fluid jet grouting elements were constructed in the field and laboratory to investigate the effects of the main operating parameters on the diameter and treatment efficiency of the columns constructed in silty sand. Furthermore, measured values and obtained trends were controlled by a comprehensive equation commonly used to predict the diameter of jet grouting columns. Results indicate that an increase in the time interval per step (▵t) and grout pressure (P), as well as a decrease in the lifting step (▵s) causes a larger column diameter and lower treatment efficiency. However, a decline in rotational speed (ω) improve both diameter and efficiency. Subsequently, the well-known equation has been modified by taking into account field measurements in this study to predict more accurate values and trends for both full-scale and small-scale jet grouting elements.
期刊介绍:
International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.