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International Journal of Geo-Engineering最新文献

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Improvement in CBR value of soil reinforced with nonwoven geotextile sheets 非织造土工布加固土CBR值的提高
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-03-09 DOI: 10.1186/s40703-020-00138-9
S. Ramjiram Thakur, Naveen B P, J. P. Tegar
{"title":"Improvement in CBR value of soil reinforced with nonwoven geotextile sheets","authors":"S. Ramjiram Thakur, Naveen B P, J. P. Tegar","doi":"10.1186/s40703-020-00138-9","DOIUrl":"https://doi.org/10.1186/s40703-020-00138-9","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"1-10"},"PeriodicalIF":1.6,"publicationDate":"2021-03-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47140879","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
Psuedo static stability analysis of rock slope using patton’s shear criterion 基于巴顿剪切准则的岩质边坡拟静力稳定性分析
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-03-06 DOI: 10.1186/s40703-020-00137-w
S. Metya, Neeraj Chaudhary, K. Sharma
{"title":"Psuedo static stability analysis of rock slope using patton’s shear criterion","authors":"S. Metya, Neeraj Chaudhary, K. Sharma","doi":"10.1186/s40703-020-00137-w","DOIUrl":"https://doi.org/10.1186/s40703-020-00137-w","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"1-22"},"PeriodicalIF":1.6,"publicationDate":"2021-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"65745286","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
The effect of clay content on the relation between uniaxial compressive strength and needle penetration index for clay-bearing rocks 粘土含量对含粘土岩石单轴抗压强度与针入度关系的影响
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-02-27 DOI: 10.1186/s40703-020-00135-y
S. Kahraman, A. S. Aloglu, Egemen Saygin, B. Aydin
{"title":"The effect of clay content on the relation between uniaxial compressive strength and needle penetration index for clay-bearing rocks","authors":"S. Kahraman, A. S. Aloglu, Egemen Saygin, B. Aydin","doi":"10.1186/s40703-020-00135-y","DOIUrl":"https://doi.org/10.1186/s40703-020-00135-y","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":" ","pages":"1-16"},"PeriodicalIF":1.6,"publicationDate":"2021-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49199301","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: 2
A parametric study on cyclic strength of coastal sand of Digha in West Bengal, India 印度西孟加拉邦迪加海岸沙循环强度的参数研究
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-02-12 DOI: 10.1186/s40703-020-00134-z
Pinak Ray, R. Sahu
{"title":"A parametric study on cyclic strength of coastal sand of Digha in West Bengal, India","authors":"Pinak Ray, R. Sahu","doi":"10.1186/s40703-020-00134-z","DOIUrl":"https://doi.org/10.1186/s40703-020-00134-z","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"1-21"},"PeriodicalIF":1.6,"publicationDate":"2021-02-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41781180","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
Analytical technique for stability analyses of the rock slope subjected to slide head toppling failure mechanisms considering groundwater and stabilization effects 考虑地下水和稳定效应的滑头倾覆破坏岩质边坡稳定性分析方法
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-02-03 DOI: 10.1186/s40703-020-00133-0
Victor Mwango Bowa, W. Gong
{"title":"Analytical technique for stability analyses of the rock slope subjected to slide head toppling failure mechanisms considering groundwater and stabilization effects","authors":"Victor Mwango Bowa, W. Gong","doi":"10.1186/s40703-020-00133-0","DOIUrl":"https://doi.org/10.1186/s40703-020-00133-0","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"1-25"},"PeriodicalIF":1.6,"publicationDate":"2021-02-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45322234","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
Evaluation of liquefaction potentials based on shear wave velocities in Pohang City, South Korea 韩国浦项市基于剪切波速的液化潜力评估
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-01-26 DOI: 10.1186/s40703-020-00132-1
Yumin Ji, Byungmin Kim, Kiseog Kim
{"title":"Evaluation of liquefaction potentials based on shear wave velocities in Pohang City, South Korea","authors":"Yumin Ji, Byungmin Kim, Kiseog Kim","doi":"10.1186/s40703-020-00132-1","DOIUrl":"https://doi.org/10.1186/s40703-020-00132-1","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":" ","pages":"1-10"},"PeriodicalIF":1.6,"publicationDate":"2021-01-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49383234","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: 6
Neutralization effect of slag on the acid rock drainage 矿渣对酸性岩排水的中和作用
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-01-09 DOI: 10.1186/s40703-020-00131-2
In-Woo Baek, Jaegon Kim, Young-Hoon Song, Taehyung Kim
{"title":"Neutralization effect of slag on the acid rock drainage","authors":"In-Woo Baek, Jaegon Kim, Young-Hoon Song, Taehyung Kim","doi":"10.1186/s40703-020-00131-2","DOIUrl":"https://doi.org/10.1186/s40703-020-00131-2","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"1-5"},"PeriodicalIF":1.6,"publicationDate":"2021-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44752015","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: 2
Numerical analysis of static behavior of caisson-type quay wall deepened by grouting rubble-mound 注浆碎石墩加固沉箱式码头墙静力性能数值分析
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-01-09 DOI: 10.1186/s40703-020-00130-3
Anh-Dan Nguyen, Young-sang Kim, Gyeong-o Kang, Huidoo Kim
{"title":"Numerical analysis of static behavior of caisson-type quay wall deepened by grouting rubble-mound","authors":"Anh-Dan Nguyen, Young-sang Kim, Gyeong-o Kang, Huidoo Kim","doi":"10.1186/s40703-020-00130-3","DOIUrl":"https://doi.org/10.1186/s40703-020-00130-3","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":" ","pages":"1-16"},"PeriodicalIF":1.6,"publicationDate":"2021-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43912072","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
Dynamic response of thickened tailings in shaking table testing. 浓缩尾矿在振动台试验中的动态响应。
IF 1.6
International Journal of Geo-Engineering Pub Date : 2021-01-01 Epub Date: 2021-10-04 DOI: 10.1186/s40703-021-00156-1
Fahad Alshawmar, Mamadou Fall
{"title":"Dynamic response of thickened tailings in shaking table testing.","authors":"Fahad Alshawmar,&nbsp;Mamadou Fall","doi":"10.1186/s40703-021-00156-1","DOIUrl":"https://doi.org/10.1186/s40703-021-00156-1","url":null,"abstract":"<p><p>In this study, an instrumented thickened tailings deposit model was designed, built and employed to evaluate the behaviour of layered thickened tailings to dynamic loading by using a shaking table equipment. The thickened tailings were deposited subsequently in three thin layers in a flexible laminar shear box mounted on top of the shaking table. Cyclic loading with a peak horizontal acceleration of 0.13 g and a frequency of 1 Hz was applied to the layered tailings deposit. Different types of sensors were placed to monitor the accelerations, displacements, volumetric water content and pore water pressures at the intermediate depth of each layer. Results indicated that the acceleration for the bottom and middle layers were similar to that of the base of the shaking table; but, this was not the case for the top layer. The measurements of vertical displacements indicated that all layers of thickened tailings experienced initially contraction and subsequently dilation during the shaking. The excess pore water pressure ratios were found to exceed unity through all layers of thickened tailings when the shaking ended. In other words, the results showed that the layered thickened tailings are susceptible to liquefaction under the considered testing conditions. It is also found that upward pore water migration to the top layer and downward pore water flow to the bottom layer occurred in the thickened tailings deposit. This water migration generated additional pore water pressure and also impacted the vertical displacement and liquefaction susceptibility of the thickened tailings material. The results of this study give a better understanding of the dynamic behaviour of thickened tailings, which is crucial for the safety of thickened tailings systems as well as sustainable mining.</p>","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":"12 1","pages":"28"},"PeriodicalIF":1.6,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8591813/pdf/","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"39911775","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Empirical and finite element based stability analysis of highway cut slopes in Uttarakhand Himalayan terrain, India 印度北阿坎德邦喜马拉雅地区公路路堑边坡的经验和有限元稳定性分析
IF 1.6
International Journal of Geo-Engineering Pub Date : 2020-12-01 DOI: 10.1186/s40703-020-00127-y
H. Singh, T. Ansari, T. N. Singh, K. H. Singh
{"title":"Empirical and finite element based stability analysis of highway cut slopes in Uttarakhand Himalayan terrain, India","authors":"H. Singh, T. Ansari, T. N. Singh, K. H. Singh","doi":"10.1186/s40703-020-00127-y","DOIUrl":"https://doi.org/10.1186/s40703-020-00127-y","url":null,"abstract":"","PeriodicalId":44851,"journal":{"name":"International Journal of Geo-Engineering","volume":" ","pages":"1-18"},"PeriodicalIF":1.6,"publicationDate":"2020-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47587131","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
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