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

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Copper slag–hydrated lime–Portland cement stabilised marine-deposited clay 铜渣水化石灰硅酸盐水泥稳定海洋沉积粘土
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-09-18 DOI: 10.1680/jgrim.18.00123
A. Ekinci, H. C. Scheuermann Filho, N. Consoli
{"title":"Copper slag–hydrated lime–Portland cement stabilised marine-deposited clay","authors":"A. Ekinci, H. C. Scheuermann Filho, N. Consoli","doi":"10.1680/jgrim.18.00123","DOIUrl":"https://doi.org/10.1680/jgrim.18.00123","url":null,"abstract":"Marine clay is commonly found worldwide and is challenging to work with from a geotechnical and geoenvironmental perspective due to its diverse characteristics, such as high compressibility and sen...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"43 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77177565","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: 17
Pull-out behaviour of simulated tree roots embedded in compacted soil 模拟树根埋在压实土壤中的拔出行为
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-09-06 DOI: 10.1680/jgrim.18.00105
S. G. Galpathage, B. Indraratna, A. Heitor, Cholachat Rujikiatkamjorn
{"title":"Pull-out behaviour of simulated tree roots embedded in compacted soil","authors":"S. G. Galpathage, B. Indraratna, A. Heitor, Cholachat Rujikiatkamjorn","doi":"10.1680/jgrim.18.00105","DOIUrl":"https://doi.org/10.1680/jgrim.18.00105","url":null,"abstract":"Vegetated ground is strengthened by the suction generated during evapotranspiration as well as physically and mechanically by the reinforcement effect induced by tree roots. When suction suddenly d...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"20 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86157788","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: 3
Properties of biocemented, basalt-fibre-reinforced calcareous sand 生物胶结玄武岩纤维增强钙质砂的性能研究
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-08-30 DOI: 10.1680/jgrim.19.00023
Lin Shengqiang, Lei Xuewen, Meng Qingshan, Jianping Xu
{"title":"Properties of biocemented, basalt-fibre-reinforced calcareous sand","authors":"Lin Shengqiang, Lei Xuewen, Meng Qingshan, Jianping Xu","doi":"10.1680/jgrim.19.00023","DOIUrl":"https://doi.org/10.1680/jgrim.19.00023","url":null,"abstract":"Basalt fibres and biocement were used to improve the mechanical properties of calcareous sand. The biocement was produced through a microbial-induced calcium carbonate precipitation (MICP) process....","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"1 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90425961","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
Strength and ductility behaviour of rubberised cemented clayey soil 橡胶胶结粘土的强度和延性
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-08-16 DOI: 10.1680/JGRIM.19.00017
J. Yadav, A. Garg, S. K. Tiwari
{"title":"Strength and ductility behaviour of rubberised cemented clayey soil","authors":"J. Yadav, A. Garg, S. K. Tiwari","doi":"10.1680/JGRIM.19.00017","DOIUrl":"https://doi.org/10.1680/JGRIM.19.00017","url":null,"abstract":"This paper reports the strength and ductility behaviour of rubber-granulate-reinforced cemented clayey soil and rubber-fibre-reinforced cemented clayey soil. The load–deformation behaviour of speci...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"20 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-08-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86814352","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: 7
Critical State of Compacted Lateritic Soil and Palm Kernel Shells Ash for Earth Embankments 红土和棕榈仁壳灰压实土路堤的临界状态
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-08-16 DOI: 10.1680/JGRIM.19.00005
U. N. Okonkwo
{"title":"Critical State of Compacted Lateritic Soil and Palm Kernel Shells Ash for Earth Embankments","authors":"U. N. Okonkwo","doi":"10.1680/JGRIM.19.00005","DOIUrl":"https://doi.org/10.1680/JGRIM.19.00005","url":null,"abstract":"For most treated soils in compacted form for earth embankments, interest had been limited to the maximum stresses they can sustain before failure. This work studied the stress–strain behaviour of a...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"CE-32 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-08-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84573461","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
Behaviour of expansive clay beds with fly ash-stabilised clay cushion 粉煤灰稳定粘土垫层膨胀粘土床的特性
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-08-07 DOI: 10.1680/JGRIM.18.00081
B. Phanikumar
{"title":"Behaviour of expansive clay beds with fly ash-stabilised clay cushion","authors":"B. Phanikumar","doi":"10.1680/JGRIM.18.00081","DOIUrl":"https://doi.org/10.1680/JGRIM.18.00081","url":null,"abstract":"Stabilisation of expansive soils with various additives such as lime and fly ash has been shown to be a viable technique to counteract heave and shrinkage. This paper presents experimental results ...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"7 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74527868","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: 4
Liquefaction induced by deep vertical vibratory compaction 深层垂直振动压实引起的液化
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-08-07 DOI: 10.1680/JGRIM.19.00018
K. Massarsch, C. Wersäll, B. Fellenius
{"title":"Liquefaction induced by deep vertical vibratory compaction","authors":"K. Massarsch, C. Wersäll, B. Fellenius","doi":"10.1680/JGRIM.19.00018","DOIUrl":"https://doi.org/10.1680/JGRIM.19.00018","url":null,"abstract":"Three case histories were analysed where three different methods of deep vertical vibratory compaction were used to treat loose, water-saturated sand. Vertically oscillating probes not only generat...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"102 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88556436","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
Large-scale model tests of biogrouting for sand and rock 砂石生物注浆的大型模型试验
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-07-24 DOI: 10.1680/JGRIM.18.00074
Shifan Wu, Bing Li, J. Chu
{"title":"Large-scale model tests of biogrouting for sand and rock","authors":"Shifan Wu, Bing Li, J. Chu","doi":"10.1680/JGRIM.18.00074","DOIUrl":"https://doi.org/10.1680/JGRIM.18.00074","url":null,"abstract":"Biogrouting as a new method for ground improvement or seepage control has been developed and extensively studied in recent years. Most studies have focused on lab bench, small-diameter sand column ...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"41 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-07-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82072776","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
Swell and compressibility of fly ash−clay blends in lumps and powders: effect of 4% lime 粉煤灰-粘土混合料块状和粉状的膨胀性和压缩性:4%石灰的影响
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-07-24 DOI: 10.1680/JGRIM.18.00079
B. Phanikumar, T. Nagaraju, K. Mounika
{"title":"Swell and compressibility of fly ash−clay blends in lumps and powders: effect of 4% lime","authors":"B. Phanikumar, T. Nagaraju, K. Mounika","doi":"10.1680/JGRIM.18.00079","DOIUrl":"https://doi.org/10.1680/JGRIM.18.00079","url":null,"abstract":"This paper describes the influence of fly ash on the swell-compressibility characteristics of an expansive clay passing through a 4·75 mm sieve. The free-swell index (FSI), heave, swell potential, ...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"29 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-07-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"75954667","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
Consolidation behaviour of double-porosity clay using flexible wall permeameter 用柔性壁渗透仪研究双孔粘土固结特性
IF 1.2
Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-07-22 DOI: 10.1680/JGRIM.18.00060
A. Juneja, A. Chafale
{"title":"Consolidation behaviour of double-porosity clay using flexible wall permeameter","authors":"A. Juneja, A. Chafale","doi":"10.1680/JGRIM.18.00060","DOIUrl":"https://doi.org/10.1680/JGRIM.18.00060","url":null,"abstract":"Restoration of a site that has previously been prepared using dredged clay is a serious geotechnical challenge. Much of these clays exists as lumps suspended in slurry. These double-porosity soils ...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"43 1","pages":""},"PeriodicalIF":1.2,"publicationDate":"2019-07-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86122666","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: 4
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