Geotextiles and Geomembranes最新文献_第3页

Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets 应用非线性三组分模型模拟聚合物-合金土工格室板材的加速蠕变行为

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-13 DOI: 10.1016/j.geotexmem.2024.09.005

Yang Zhao , Hanqing Xiao , Ling Chen , Penghui Chen , Zheng Lu , Chuxuan Tang , Hailin Yao

{"title":"Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets","authors":"Yang Zhao , Hanqing Xiao , Ling Chen , Penghui Chen , Zheng Lu , Chuxuan Tang , Hailin Yao","doi":"10.1016/j.geotexmem.2024.09.005","DOIUrl":"10.1016/j.geotexmem.2024.09.005","url":null,"abstract":"<div><p>The polymer-alloy geocell sheets (PAGS) represent a novel geocell material developed to replace conventional geocell materials. Accelerated creep testing, a convenient and precise performance evaluation method, presents a viable alternative to traditional creep testing for obtaining long-term creep strains. Nonetheless, there is a lack of prediction and in-depth exploration of accelerated creep testing. This paper aims to assess the efficacy of using the non-linear three-component (NLTC) model to simulate the accelerated creep behavior of PAGS. The predictive accuracy of the NLTC model has undergone evaluation through a comparison between stepped isothermal method (SIM) accelerated creep experimental tests and numerical simulations. Subsequently, the validated NLTC model was employed to simulate the time-temperature superposition method (TTSM), time-stress superposition method (TSSM), and stepped isostress method (SSM) accelerated creep tests, thereby verifying its effectiveness in predicting all accelerated creep tests. The results indicate that the NLTC model can effectively simulate creep deformation induced by temperature increases, particularly the temperatures below 41 °C. Although some errors are observed at elevated temperatures, it is within the acceptable range of 17.4%. Numerical simulation results of TTSM, TSSM, and SSM tests also suggest the model's proficiency in simulating the accelerated creep behavior by temperature and creep load increasing.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"53 1","pages":"Pages 70-80"},"PeriodicalIF":4.7,"publicationDate":"2024-09-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142172455","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction 考虑到供水和压实的影响，冻融对土工格室稳定基的影响

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-13 DOI: 10.1016/j.geotexmem.2024.09.002

Mian Huang , Sanat K. Pokharel , Minghao Liu , Cheng Lin

引用次数: 0

Analytical model and stress behavior of consolidated load bearing geotextile tubes 固结承载土工织物管的分析模型和应力行为

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-12 DOI: 10.1016/j.geotexmem.2024.09.003

Hyeong-Joo Kim , Voltaire Anthony Corsino Jr. , Tae-Woong Park , Tae-Eon Kim

{"title":"Analytical model and stress behavior of consolidated load bearing geotextile tubes","authors":"Hyeong-Joo Kim , Voltaire Anthony Corsino Jr. , Tae-Woong Park , Tae-Eon Kim","doi":"10.1016/j.geotexmem.2024.09.003","DOIUrl":"10.1016/j.geotexmem.2024.09.003","url":null,"abstract":"<div><p>Accurately predicting stress-strain characteristics is crucial to ensuring the regulated capacity and controlled deformation of the tubes during and after construction. However, research on the shear strength of geotextile tubes under surcharge loading, especially after dewatering, is insufficient. This study proposes an analytical model with a Stress-State Boundary (SSB) and Yield Function to comprehensively describe the stress-strain behavior of Load-Bearing Geotextile Tubes (LGTs). The SSB is designed to predict the initial state of stress in the infill soil prior to load application, while the Yield Function is formulated to express the shear stress path experienced by the LGT before fabric failure. The model considers various factors that affect LGT behavior, including diverse soil mechanical parameters, nonlinear fabric stiffness, initial tension due to self-weight and principal stress axes rotation. Results show that a decrease in Poisson's ratio corresponds to an increase in failure stress. Moreover, it was demonstrated that the axial failure strain can be influenced by the geotextile linear or nonlinear behavior. Notably, the study highlights that tube height and inclination angle significantly affect the geotextile's confining effect. Beyond theoretical contributions, the analytical model serves as a valuable tool for optimizing geotextile tube design and execution, contributing to project success and longevity through enhanced structural stability.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"53 1","pages":"Pages 55-69"},"PeriodicalIF":4.7,"publicationDate":"2024-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142169054","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Improvements in vacuum-surcharge preloading combined with electro-osmotic consolidation on soft clayey soil with high water content 改进高含水量软粘土上的真空-荷载预压结合电渗固结技术

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-12 DOI: 10.1016/j.geotexmem.2024.09.004

Lei Zhang , Haihui Jin , Yandong Lv , Binhui Wang , Zhongze Jia , Fangyu Hou , Chen Fang , Liyan Wang , Dandan Jin

{"title":"Improvements in vacuum-surcharge preloading combined with electro-osmotic consolidation on soft clayey soil with high water content","authors":"Lei Zhang , Haihui Jin , Yandong Lv , Binhui Wang , Zhongze Jia , Fangyu Hou , Chen Fang , Liyan Wang , Dandan Jin","doi":"10.1016/j.geotexmem.2024.09.004","DOIUrl":"10.1016/j.geotexmem.2024.09.004","url":null,"abstract":"<div><p>This study conducted laboratory tests on soft clayey soils to investigate the effectiveness of the combinations of vacuum-surcharge preloading and electro-osmotic treatment (EOC-VPM-SPM). To minimize the loss of vacuum pressure and mitigate clogging of the drainage system during the consolidation process, two improved methods were developed by optimizing technical characteristics and geometric layout of drainage boards. In the EOC-Alternate VPM-SPM method, alternate vacuum pressure was incorporated using two drainage boards with different lengths in the VPM system, combined with EOC to improve consolidation efficiency. In the multiple-electrodes EOC-VPM-SPM method, a new design of multiple drainage boards in a square tube layout fabricated through 3D printing was employed to provide efficient connections of the consolidation system. Furthermore, electrokinetic geosynthetics (EKG) was utilized as the cathode in the EOC system to minimize erosion and passivation of electrodes for the enhancement in consolidation efficiency. The properties of tested soils were analyzed to evaluate the feasibility of the improved methods. Test results indicated that the consolidation effects were significantly improved, with effectively mitigated clogging of the drainage system. Compared to the traditional method, the water content of the tested soil was reduced through the improved methods, resulting in increased uniformity of strength distribution.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"53 1","pages":"Pages 41-54"},"PeriodicalIF":4.7,"publicationDate":"2024-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142169053","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Vibration response of closely spaced footings protected by use of rubber sheet: An in-situ investigation 使用橡胶板保护紧密间隔的基脚的振动响应：现场调查

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-09 DOI: 10.1016/j.geotexmem.2024.08.007

S.N. Moghaddas Tafreshi , R. Zakeri , A.R. Dawson

{"title":"Vibration response of closely spaced footings protected by use of rubber sheet: An in-situ investigation","authors":"S.N. Moghaddas Tafreshi , R. Zakeri , A.R. Dawson","doi":"10.1016/j.geotexmem.2024.08.007","DOIUrl":"10.1016/j.geotexmem.2024.08.007","url":null,"abstract":"<div><p>It is essential to protect sensitive equipment located in the vicinity of vibration sources (VS). As the well-known method of using wave barriers is ineffective to protect facilities that are located very close to a VS, in this study the effect of a thin rubber sheet to protect a nearby foundation (NF) was assessed. This was achieved experimentally at a site using a semi-large scale machine foundation model as the VS and a similar concrete foundation as the NF. The effects of the rubber sheet position (beneath the VS and NF) and of the rubber sheet thickness (6, 12, 18 and 24 mm) were assessed within the vibration frequency range 10–70 Hz and at various NF to VS distances (Distance/Foundation Width = 1 to 10). The testing illustrates that, by increasing the rubber sheet thickness beneath the VS/NF, there is a consequential resonant response frequency reduction at the NF. Moreover, it was found that placing the rubber sheet beneath the VS is more efficient at reducing the NF's resonant amplitude while placing the rubber sheet beneath the NF is more effective in protecting the NF from the resonant frequency variation. This is due to the dominance of the VS's resonant frequency.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"53 1","pages":"Pages 1-20"},"PeriodicalIF":4.7,"publicationDate":"2024-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142163349","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Unveiling the reinforcement benefits of innovative textured geogrids 揭示创新型纹理土工格栅的加固优势

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-09-09 DOI: 10.1016/j.geotexmem.2024.08.008

Hasthi Venkateswarlu, G. Madhavi Latha

{"title":"Unveiling the reinforcement benefits of innovative textured geogrids","authors":"Hasthi Venkateswarlu, G. Madhavi Latha","doi":"10.1016/j.geotexmem.2024.08.008","DOIUrl":"10.1016/j.geotexmem.2024.08.008","url":null,"abstract":"<div><p>The smooth surface texture of the commercially available geogrids limits the shear strength mobilization at the interfaces. This study presents the design, manufacturing, and interface performance evaluation of innovative textured geogrids. Geogrids with square, triangular, and hexagonal apertures with and without inherent surface texture were manufactured through additive manufacturing (3D printing) technique, using PLA (Poly Lactic Acid) filament. The texture includes elevated pins of 3 mm height at the junctions and inherent diamond pattern of 1 mm height on the ribs. The individual and combined effects of surface texture and aperture shape on the stress–displacement relationship, dilation angle, and the thickness of shear zone are quantified using large-scale direct shear tests and Particle Image Velocimetry (PIV) analysis. Results showed that the textured geogrid with hexagonal aperture has exhibited the maximum interface coefficient of 0.96 with sand followed by the geogrids with triangular and square apertures. Irrespective of the aperture shape, provision of the surface texture resulted in an overall increase of interface shear strength by more than 13%. Further, PIV analysis revealed that the shear zone is 25% thicker for textured geogrids of different aperture shapes, suggesting higher interlocking and passive resistance offered by their textured surfaces.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"53 1","pages":"Pages 21-40"},"PeriodicalIF":4.7,"publicationDate":"2024-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142163350","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation 基于原位 X 射线计算机断层扫描和数值模拟的针刺无纺土工织物拉伸行为

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-08-28 DOI: 10.1016/j.geotexmem.2024.08.004

Ke-Yi Li , Xiao-Wu Tang , Min-Liang Fei , Shi-jin Feng , Jia-jie Tang , Qing-Qing Xiang , Heng-yu Wang

{"title":"Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation","authors":"Ke-Yi Li , Xiao-Wu Tang , Min-Liang Fei , Shi-jin Feng , Jia-jie Tang , Qing-Qing Xiang , Heng-yu Wang","doi":"10.1016/j.geotexmem.2024.08.004","DOIUrl":"10.1016/j.geotexmem.2024.08.004","url":null,"abstract":"<div><p>There are situations where geotextiles are subjected to uniaxial tensile strain, which may result in noticeable variations in their filtration performance. This study accordingly investigated the behaviors of needle-punched nonwoven geotextiles during tensile testing using in-situ X-ray computed tomography. Furthermore, a numerical analysis of the variation in pore size characteristics was performed by establishing a geotextile model based on the web formation and bonding manufacturing process. The pore size and fiber orientation distributions were subsequently investigated and a model for the changes in the pore characteristics was established and validated. With increasing tension strain in the machine direction, the pore throat size distribution curve exhibited an overall shift towards larger sizes, and the characteristic pore sizes ranging from 10% to 98% either initially decreased, then increased or consistently increased. Furthermore, the fiber distribution was predominantly within the geotextile plane along the machine direction, and as the strain increased, the fibers stretched and aligned along the direction of the tensile load along the machine direction. Finally, the experimental findings of this study and relevant test results from the literature were thoroughly interpreted. The numerical model align well with the actual changes in pore size characteristics observed under tensile strain.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"52 6","pages":"Pages 1251-1263"},"PeriodicalIF":4.7,"publicationDate":"2024-08-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142088214","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios 模拟重金属老化情景下聚丙烯无纺土工布的老化机理研究

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-08-27 DOI: 10.1016/j.geotexmem.2024.08.006

Yuqi Peng , Zongqiang Zhu , Jun Zhang , Yinian Zhu , Lihao Zhang , Yinming Fan , Xiaobin Zhou , Shen Tang , Yusheng Lu , Wenqian Li , Yifan Xin

{"title":"Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios","authors":"Yuqi Peng , Zongqiang Zhu , Jun Zhang , Yinian Zhu , Lihao Zhang , Yinming Fan , Xiaobin Zhou , Shen Tang , Yusheng Lu , Wenqian Li , Yifan Xin","doi":"10.1016/j.geotexmem.2024.08.006","DOIUrl":"10.1016/j.geotexmem.2024.08.006","url":null,"abstract":"<div><p>We conducted accelerated aging experiments on two types of polypropylene (PP) nonwoven geotextiles (filament geotextile and staple fiber geotextile), immersing them in five different simulated liquids at temperatures of 25 °C, 55 °C, and 85 °C for 200 days. At 85 °C and a pH of 1, the tensile strength and elongation at break of PP filament materials decreased by 95% and 86%, respectively. The presence of heavy metals(arsenic and cadmium), speeds up the aging process in both types of PP geotextiles. Under identical conditions, these heavy metals can increase the loss of tensile strength in geotextiles by more than 7% in 200 days. Increases in temperature, acidic environment, and heavy metal concentration all contribute to faster aging of these geotextiles. Although filament geotextiles exhibit higher tensile strength and elongation at break, staple fiber geotextiles show a lower rate of tensile strength loss during aging and better maintain their tensile strength in high-temperature acidic conditions. During the aging process, cross-linking and recrystallization occur, both of which control the aging rate and the formation of microplastics.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"52 6","pages":"Pages 1240-1250"},"PeriodicalIF":4.7,"publicationDate":"2024-08-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142084130","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Analytical model of three-dimensional concentric ellipsoidal soil arching in geosynthetic-reinforced pile-supported embankments 土工合成材料加固桩支撑路堤中三维同心椭圆土拱起的分析模型

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-08-27 DOI: 10.1016/j.geotexmem.2024.08.005

Rong Sun , Xin Jiang , Lei Zhang , Canyang Cui , Zhengxian Li , Yanjun Qiu

引用次数: 0

Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions 桩-格栅复合材料加固的高速铁路路基在地震作用下的动态响应和破坏

IF 4.7 1区工程技术

Geotextiles and Geomembranes Pub Date : 2024-08-24 DOI: 10.1016/j.geotexmem.2024.08.003

Changwei Yang , Xianqing Xu , Mao Yue , Guangpeng Chen , Shiguang Zhou , Hao Wen , Liming Qu

{"title":"Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions","authors":"Changwei Yang , Xianqing Xu , Mao Yue , Guangpeng Chen , Shiguang Zhou , Hao Wen , Liming Qu","doi":"10.1016/j.geotexmem.2024.08.003","DOIUrl":"10.1016/j.geotexmem.2024.08.003","url":null,"abstract":"<div><p>In this study, the dynamic response and damage mode of a pile-geogrid composite reinforced high-speed railway subgrade under seismic action were investigated based on a unidirectional shaking table test. Various seismic waves were applied to the subgrade, allowing for an analysis of acceleration, dynamic soil pressure, displacement, and strain responses. The displacement field of the subgrade was visualized using particle image velocimetry (PIV). The study shows that changes in peak ground acceleration (PGA) amplification factors become evident with height due to the presence of geogrid layers. The increase in peak ground motion causes a redistribution of dynamic soil pressures inside the subgrade. The transverse and longitudinal ribs of the geogrids provide an “anchoring effect”. The peak strain of the piles in the center is greater than that of the piles on the sides. The direction of soil particle displacement is closely related to the damage patterns observed in the subgrade. Damage begins to occur once the peak ground motion exceeds 0.4 g, characterized by collapse at the bottom of the subgrade.</p></div>","PeriodicalId":55096,"journal":{"name":"Geotextiles and Geomembranes","volume":"52 6","pages":"Pages 1207-1221"},"PeriodicalIF":4.7,"publicationDate":"2024-08-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142050077","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0