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piled raft 3

T-shaped deep cement mixing piles 1

along-wind load 1

artificial neural network 1

basement wall 1

bending behavior 1

displacement 1

embankment 1

expressway 1

failure mode 1

finite element method 1

group piled foundation 1

hydraulic pressure sensor 1

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load sharing ratio 1

local scour 1

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Reliability-based settlement analysis of embankments over soft soils reinforced with T-shaped deep cement

Chana PHUTTHANANON; Pornkasem JONGPRADIST; Daniel DIAS; Xiangfeng GUO; Pitthaya JAMSAWANG; Julien BAROTH

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 5,   Pages 638-656 doi: 10.1007/s11709-022-0825-1

Abstract: presents a reliability-based settlement analysis of T-shaped deep cement mixing (TDM) pile-supported embankmentsThe reliability results for the embankments supported by TDM piles, with various shapes, are comparedand discussed together with the results for conventional deep cement mixing pile-supported embankmentsvariabilities in the material properties (mean and coefficient of variation values) on the reliability of the piledembankments, are also investigated.

Keywords： T-shaped deep cement mixing piles     piled embankments     settlement     reliability analysis     soil uncertainties    

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Full-scale site evaluation of ventilation expressway embankments underlain by warm permafrost along the

Frontiers of Structural and Civil Engineering   Pages 1047-1059 doi: 10.1007/s11709-023-0034-6

Abstract: Ventilation embankments, including those with forced ventilation, natural ventilation, and combinationthermal performance of ventilation embankment in the Qinghai−Tibet Plateau, four types of ventilation embankments2) transverse temperature difference caused by the shady–sunny slope effect existed in all the four embankmentsThese findings would provide a reference for construction of expressway embankments in permafrost regions

Keywords： warm permafrost     expressway     ventilation embankments     temperature field    

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A simplified method for investigating the bending behavior of piles supporting embankments on soft ground

Frontiers of Structural and Civil Engineering   Pages 1021-1032 doi: 10.1007/s11709-023-0952-3

Abstract: years, concrete and reinforced concrete piles have been widely used to stabilize soft ground under embankments, particularly during rapid filling on soft ground, is the critical failure mode for pile-supported embankmentsPoulos’ solution for pile–soil interaction to investigate the bending behavior of piles supporting embankments

Keywords： bending behavior     pile     embankment     soil−structure interaction     failure mode    

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Interaction behavior and load sharing pattern of piled raft using nonlinear regression and LM algorithm-based

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 5,   Pages 1181-1198 doi: 10.1007/s11709-021-0744-6

Abstract: In the recent era, piled raft foundation (PRF) has been considered an emergent technology for offshorevarious design variables in a double-layer soil system, and the load sharing and interaction factors of piled

Keywords： interaction     load sharing ratio     piled raft     nonlinear regression     artificial neural network    

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Innovative piled raft foundations design using artificial neural network

Meisam RABIEI, Asskar Janalizadeh CHOOBBASTI

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1,   Pages 138-146 doi: 10.1007/s11709-019-0585-8

Abstract: Studying the piled raft behavior has been the subject of many types of research in the field of geotechnicalThe most common method in identifying the behavior of piled rafts is the use of theoretical relationshipsthis model, we can create an extensive domain of results for optimum system selection in the desired piledResults of neural network indicate its proper ability in identifying the piled raft behavior.The presented procedure provides an interesting solution and economically enhancing the design of the piled

Keywords： innovative design     piled raft foundation     neural network     optimization    

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Response in piled raft foundation of tall chimneys under along-wind load incorporating flexibility of

B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 3,   Pages 307-322 doi: 10.1007/s11709-015-0288-8

Abstract: The present paper deals with the numerical analysis of tall reinforced concrete chimneys with piled raftThe linear elastic material behavior was assumed for chimney, piled raft and soil.The chimney elevation and the thickness of raft of piled raft foundation were also varied for the parametricThe tangential and radial bending moments of raft of piled raft foundation were evaluated through SSIHigher radial moments and lower tangential moments were obtained for lower elevation chimneys with piled

Keywords： finite element method     piled raft     tall chimney     soil-structure interaction     along-wind load    

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Response of basement wall in tall buildings foundation under lateral loading

Irfan JAMIL; Irshad AHMAD; Aqeel Ur REHMAN; Aqib AHMED; Ameer HAMZA; Wali ULLAH

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 11,   Pages 1415-1423 doi: 10.1007/s11709-022-0885-2

Abstract: With increasing population and limitation of availability of land, tall buildings supported on piledsmall-scale models, in order to study basement wall contribution, and the raft contribution including for piledThree configurations of piles in 2 × 2, 2 × 3, and 3 × 3 patterns were tested as a pile group, piledraft and piled raft with a basement wall.The piled raft design can become more economical for tall buildings if the basement’s walls are taken

Keywords： basement wall     lateral load     displacement     piled raft    

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Application of Hydraulic Pressure Sensore System on Riverb ed ErosionDepth for Real-time Monitoring

Chen Zhijian,Liu Dawei,Zhang Weiwen

Strategic Study of CAE 2007, Volume 9, Issue 5,   Pages 17-21

Abstract: introduced based on expounding the essentiality of riverbed erosion for real-time monitoring within group piledBased on the results of monitoring, the mechanism of local scour within group piled foundation is analyzed

Keywords： hydraulic pressure sensor     tidal reach     group piled foundation     local scour     real-time monitoring    

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Title Author Date Type Operation

Reliability-based settlement analysis of embankments over soft soils reinforced with T-shaped deep cement

Chana PHUTTHANANON; Pornkasem JONGPRADIST; Daniel DIAS; Xiangfeng GUO; Pitthaya JAMSAWANG; Julien BAROTH

Journal Article

Full-scale site evaluation of ventilation expressway embankments underlain by warm permafrost along the

Journal Article

A simplified method for investigating the bending behavior of piles supporting embankments on soft ground

Journal Article

Interaction behavior and load sharing pattern of piled raft using nonlinear regression and LM algorithm-based

Journal Article

Innovative piled raft foundations design using artificial neural network

Meisam RABIEI, Asskar Janalizadeh CHOOBBASTI

Journal Article

Response in piled raft foundation of tall chimneys under along-wind load incorporating flexibility of

B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR

Journal Article

Response of basement wall in tall buildings foundation under lateral loading

Irfan JAMIL; Irshad AHMAD; Aqeel Ur REHMAN; Aqib AHMED; Ameer HAMZA; Wali ULLAH

Journal Article

Application of Hydraulic Pressure Sensore System on Riverb ed ErosionDepth for Real-time Monitoring

Chen Zhijian,Liu Dawei,Zhang Weiwen

Journal Article