GEOSYNTHETICS

作品数：26被引量：32H指数：3
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相关作者：闫澍旺秦丰严驰周建萍陆红更多>>
相关机构：电力规划设计总院天津大学更多>>
相关期刊：《China Textile》《Journal of Architectural Research and Development》《Journal of Geological Resource and Engineering》《Research in Cold and Arid Regions》更多>>
相关基金：国家自然科学基金国家重点基础研究发展计划World Health Organization更多>>
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Cyclic response of floating geosynthetic-encased steel slag columns in soft clay
《Journal of Rock Mechanics and Geotechnical Engineering》2025年第2期1182-1193,共12页Kaiwen Liu Bailin Li Yuangang Li M.Hesham El Naggar Tengfei Wang Ruizhe Qiu 
support from the National Natural Science Foundation of China(Grant Nos.52078427 and 51608461)is greatly acknowledged.
Geosynthetic-encased stone column(GESC)technology for strengthening soft clay offers significant advantages in terms of cost-effectiveness,environmental sustainability,and engineering applicability.It is widely applie...
关键词：Steel slag column Soft clay Cyclic loading Numerical simulation GEOSYNTHETICS 
Upper bound stability analysis of tiered geosynthetic-reinforced soil wall
《Journal of Rock Mechanics and Geotechnical Engineering》2025年第1期556-572,共17页Chengzhi Xiao Xiangsheng Meng Shan Gao Luqiang Ding 
financially supported by the National Natural Science Foundation of China(Grants Nos.41877255,and 52078182).
The tiered geosynthetic-reinforced soil (GRS) walls have been increasingly applied in the high and steep retaining soil structures. However, very little is known about the design method for the tiered GRS wall in prac...
关键词：GEOSYNTHETICS Tiered GRS walls Offset distance Upper bound theorem Internal stability 
2024 EurAsian Geosynthetics Symposium shines a light
《China Textile》2024年第6期24-24,共1页Zhong Mengxia 
On 22 November,the 3rd EurAsian Geosynthetics Symposium(EAGS-2024)was held in Tai'an City,Shandong Province.Liu Fengmei,Vice Mayor of Tai'an People's Government,introduced that Tai'an's geosynthetics industry has had ...
关键词：PROVINCE SYNTHETIC BEAUTIFUL 
FEM and ANN analyses of short and tall geosynthetic reinforced soil walls:Evaluation of various effective aspects and ASSHTO acceptable design methods
《Frontiers of Structural and Civil Engineering》2024年第10期1576-1594,共19页Hamid Reza RAZEGHI Ali Akbar Heshmati RAFSANJANI Seyed Meisam ALAVI 
In addition to confined investigations on tall geosynthetic reinforced soil(GRS)walls,a remarkable database of such walls must be analyzed to diminish engineers’concerns regarding the American Association of State Hi...
关键词：GEOSYNTHETICS short and tall GRS walls artificial intelligence MLP AASHTO Simplified and Simplified Stiffness Methods 
Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2024年第2期711-725,共15页Luqiang Ding Chengzhi Xiao Feilong Cui 
This research work was financially supported by the National Natural Science Foundation of China(Grant Nos.52078182 and 41877255);the Tianjin Municipal Natural Science Foundation(Grant No.20JCYBJC00630).Their financial support is gratefully acknowledged.
To date,few models are available in the literature to consider the creep behavior of geosynthetics when predicting the lateral deformation(d)of geosynthetics-reinforced soil(GRS)retaining walls.In this study,a general...
关键词：GEOSYNTHETICS Creep behavior Geosynthetics-reinforced soil(GRS)walls Lateral deformation Analytical model 
Drainage performance and capillary rise restraint effect of wicking geotextile被引量：2
《Journal of Central South University》2021年第10期3260-3267,共8页BAI Mei LIU Zhi-bin ZHANG Shu-jian LIU Feng LEI Song-lin 
Projects(41872240,41672280)supported by the National Natural Science Foundation of China;Project(2016-1-16-2)supported by Science and Technology Project of Jilin Province Transportation,China;Project(SJCX18-0052)supported by the Postgraduate Research&Practice Innovation Program of Jiangsu Province,China。
Wicking geotextile(WG)is considered as a possible countermeasure to reduce water content in unsaturated soil.In this research,rainfall tests were carried out to verify the drainage performance of WG.And capillary rise...
关键词：GEOSYNTHETICS wicking geotextile fine-grained soil drainage performance capillary rise soil column test 
Enhancing mechanical behavior of micaceous soil with jute fibers and lime additives被引量：5
《Journal of Rock Mechanics and Geotechnical Engineering》2021年第5期1093-1100,共8页J.Zhang A.Deng M.Jaksa 
the Australian Government Research Training Program Scholarship and University of Adelaide Scholarship.
Micaceous soils are common in many tropical countries and regions,and in some locations with moderate climate.The soils are spongy and unstable when loaded and are not considered suitable as construction material in e...
关键词：GEOSYNTHETICS Jute fiber Unconfined compressive strength(UCS) STIFFNESS 
Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique被引量：3
《Journal of Rock Mechanics and Geotechnical Engineering》2021年第4期899-911,共13页Muhammad Nouman Amjad Raja Sanjay Kumar Shukla 
funded by the Higher Education Commission(HEC),Government of the Islamic Republic of Pakistan and Edith Cowan University,Perth,Australia。
In the recent past,the potential benefits of wraparound geosynthetic reinforcement technique for constructing the reinforced soil foundations have been reported.This paper presents the experimental study on the behavi...
关键词：GEOSYNTHETICS Repeated loads Wraparound reinforcement technique Model tests Footing settlement Bearing capacity Reinforcement ratio Strip footing 
Seismic effects on reinforcement load and lateral deformation of geosynthetic-reinforced soil walls
《Frontiers of Structural and Civil Engineering》2021年第4期1001-1015,共15页Fei ZHANG Yuming ZHU Yanbo CHEN Shangchuan YANG 
This study was supported by the National Natural Science Foundation of China(Grant Nos.52078185,51878248,and 41630638).
Current design methods for the internal stability of geosynthetic-reinforced soil(GRS)walls postulate seismic forces as inertial forces,leading to pseudo-static analyses based on active earth pressure theory,which yie...
关键词：GEOSYNTHETICS reinforced soil retaining walls seismic performance 
Novel experimental techniques to assess the time-dependent deformations of geosynthetics under soil confinement被引量：1
《Journal of Rock Mechanics and Geotechnical Engineering》2021年第2期410-419,共10页Carina Maia Lins Costa Jorge Gabriel Zornberg 
This paper is dedicated to Benedito Bueno(in memoriam),a brilliant researcher and former professor at University of São Paulo,to whom the authors are indebted for his vision and enormous contribution during the development of this work.This study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior(CAPES),Brazil(finance code 001).
A new experimental approach to assess the impact of soil confinement on the long-term behavior of geosynthetics is presented in this paper.The experimental technique described herein includes a novel laboratory appara...
关键词：GEOSYNTHETICS GEOTEXTILE CREEP Stress relaxation Reinforced soil Long-term deformation 
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