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Proceedings of the Institution of Civil Engineers-Ground Improvement最新文献

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Briefing: Dynamic compaction of opencast coal mining backfill in the UK 简报:英国露天煤矿充填体的动态压实
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2021-08-20 DOI: 10.1680/jgrim.20.00057
C. Serridge
{"title":"Briefing: Dynamic compaction of opencast coal mining backfill in the UK","authors":"C. Serridge","doi":"10.1680/jgrim.20.00057","DOIUrl":"https://doi.org/10.1680/jgrim.20.00057","url":null,"abstract":"The application of dynamic compaction (DC) on former (backfilled) opencast coal mining sites has increased over recent years in the UK, to reduce or mitigate the impact of inundation collapse compr...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2021-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90800216","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}
引用次数: 0
Numerical simulation of triaxial tests on cement-treated clays using Hoek–Brown criterion 基于Hoek-Brown准则的水泥处理粘土三轴试验数值模拟
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2021-07-22 DOI: 10.1680/jgrim.20.00041
A. S. Azneb, Subhadeep Banerjee, R. Robinson
{"title":"Numerical simulation of triaxial tests on cement-treated clays using Hoek–Brown criterion","authors":"A. S. Azneb, Subhadeep Banerjee, R. Robinson","doi":"10.1680/jgrim.20.00041","DOIUrl":"https://doi.org/10.1680/jgrim.20.00041","url":null,"abstract":"Triaxial tests are generally conducted to establish the mechanical behaviour of cement-treated clays. Numerical simulations of these tests involve selection of the correct constitutive model, which...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2021-07-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88883007","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}
引用次数: 0
Ground Improvement: Referees 2020 地面改进:裁判员2020
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2021-02-01 DOI: 10.1680/grim.2011.164.1.2
{"title":"Ground Improvement: Referees 2020","authors":"","doi":"10.1680/grim.2011.164.1.2","DOIUrl":"https://doi.org/10.1680/grim.2011.164.1.2","url":null,"abstract":"","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2021-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82513352","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}
引用次数: 0
Effect of organic matter on the shear strength of lime-stabilised clayey soils 有机质对石灰稳定粘土抗剪强度的影响
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2021-01-04 DOI: 10.1680/JGRIM.20.00055
A. Joy, B. M. Abraham, A. Sridharan
{"title":"Effect of organic matter on the shear strength of lime-stabilised clayey soils","authors":"A. Joy, B. M. Abraham, A. Sridharan","doi":"10.1680/JGRIM.20.00055","DOIUrl":"https://doi.org/10.1680/JGRIM.20.00055","url":null,"abstract":"Soils containing organic matter exhibit low shear strength and high compressibility. Lime stabilisation has been shown to improve the engineering properties of clayey soils. An attempt was made to study the effect of organic matter (starch and peat) on the shear strength of lime-stabilised clayey soils subjected to longer curing periods (up to 180 days). Most studies have reported the strength behaviour of lime-stabilised organic soils up to 60 days. Vane shear tests were carried out on artificially prepared organic soil mixtures treated with 6% lime after different curing periods (0, 7, 30, 60, 90 and 180 days). The results indicate that the improving effect of lime is deteriorated in the presence of organic matter as the curing period increases. It was observed that, for lime-stabilised clayey soils containing organic matter, the strength seemed to increase up to 30 days, after which it ceased. The strength reduction in lime-stabilised clayey soils containing organic matter depended on the pH and functional groups present in the soil. Fourier transform infrared spectroscopy of cured samples was also carried out to examine the microstructural changes responsible for the strength change in lime-stabilised clayey soils.","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2021-01-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87807062","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}
引用次数: 1
Advances in ground improvement using waste materials for transportation infrastructure 利用废物改善交通基础设施的进展
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2020-03-25 DOI: 10.1680/jgrim.20.00007
B. Indraratna, Yujie Qi, Miriam Tawk, A. Heitor, Cholachat Rujikiatkamjorn, S. K. Navaratnarajah
{"title":"Advances in ground improvement using waste materials for transportation infrastructure","authors":"B. Indraratna, Yujie Qi, Miriam Tawk, A. Heitor, Cholachat Rujikiatkamjorn, S. K. Navaratnarajah","doi":"10.1680/jgrim.20.00007","DOIUrl":"https://doi.org/10.1680/jgrim.20.00007","url":null,"abstract":"Recycling waste materials for transport infrastructure such as coal wash (CW), steel furnace slag (SFS), fly ash (FA) and recycled tyre products is an efficient way of minimising the stockpiles of ...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2020-03-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81420767","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}
引用次数: 22
Cyclic Swell–Shrink Behavior of an Expansive Soil Treated with a Sulfonated Oil 磺化油处理膨胀土的循环胀缩特性
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2020-03-06 DOI: 10.1680/jgrim.19.00084
A. Soltani, R. Raeesi, B. O’Kelly
{"title":"Cyclic Swell–Shrink Behavior of an Expansive Soil Treated with a Sulfonated Oil","authors":"A. Soltani, R. Raeesi, B. O’Kelly","doi":"10.1680/jgrim.19.00084","DOIUrl":"https://doi.org/10.1680/jgrim.19.00084","url":null,"abstract":"The effects of a sulfonated oil (SO) stabiliser on the swell–shrink properties of an expansive soil were investigated through cyclic wetting–drying tests. The cyclic wetting–drying action led to th...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2020-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74077140","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}
引用次数: 8
Ground Improvement: Referees 2019 地面改进:裁判员2019
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2020-02-01 DOI: 10.1680/jgrim.2020.173.1.62
{"title":"Ground Improvement: Referees 2019","authors":"","doi":"10.1680/jgrim.2020.173.1.62","DOIUrl":"https://doi.org/10.1680/jgrim.2020.173.1.62","url":null,"abstract":"","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2020-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77854647","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}
引用次数: 0
Laboratory improvement of liquefiable sand via colloidal silica and weak cementation 利用硅溶胶和弱胶结对可液化砂进行实验室改良
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-11-14 DOI: 10.1680/jgrim.19.00019
A. Vranna, T. Tika
{"title":"Laboratory improvement of liquefiable sand via colloidal silica and weak cementation","authors":"A. Vranna, T. Tika","doi":"10.1680/jgrim.19.00019","DOIUrl":"https://doi.org/10.1680/jgrim.19.00019","url":null,"abstract":"A laboratory study was undertaken on the improvement of the cyclic response of liquefiable sand by means of two treatment techniques − passive stabilisation and weak cementation. Colloidal silica (...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2019-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78020875","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}
引用次数: 9
Uniaxial compressive strength prediction of cement-treated granular soils 水泥处理颗粒土单轴抗压强度预测
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-11-14 DOI: 10.1680/jgrim.19.00047
A. Majdi, Parshan Shakerifar
{"title":"Uniaxial compressive strength prediction of cement-treated granular soils","authors":"A. Majdi, Parshan Shakerifar","doi":"10.1680/jgrim.19.00047","DOIUrl":"https://doi.org/10.1680/jgrim.19.00047","url":null,"abstract":"Grouting is one of the most commonly used techniques for improving mechanical and physical properties of in situ soils. Predicting the strength of cement-treated soils reduces uncertainties associa...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2019-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78437389","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}
引用次数: 0
Strength and stiffness of laboratory-mixed specimens of stabilised Norwegian clays 稳定挪威粘土实验室混合试样的强度和刚度
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-10-25 DOI: 10.1680/jgrim.19.00051
P. Paniagua, B. K. F. Bache, K. Karlsrud, A. K. Lund
{"title":"Strength and stiffness of laboratory-mixed specimens of stabilised Norwegian clays","authors":"P. Paniagua, B. K. F. Bache, K. Karlsrud, A. K. Lund","doi":"10.1680/jgrim.19.00051","DOIUrl":"https://doi.org/10.1680/jgrim.19.00051","url":null,"abstract":"In situ ground improvement by deep mixing the soil with stabilising agents or binders as lime, cement, cement kiln dust or a combination of these is the most common method applied in the Nordic cou...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.2,"publicationDate":"2019-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78085577","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}
引用次数: 10
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