Resource Type

Journal Article 6

Conference Videos 1

Year

2022 2

2021 2

2020 1

2015 1

2007 1

Keywords

piled raft 3

T-shaped deep cement mixing piles 1

along-wind load 1

artificial neural network 1

basement wall 1

displacement 1

finite element method 1

group piled foundation 1

hydraulic pressure sensor 1

innovative design 1

interaction 1

lateral load 1

load sharing ratio 1

local scour 1

neural network 1

nonlinear regression 1

optimization 1

piled embankments 1

piled raft foundation 1

open ︾

Search scope:

排序: Display mode:

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 relationshipsraft foundation.Results of neural network indicate its proper ability in identifying the piled raft behavior.raft foundation system.

Keywords: innovative design     piled raft foundation     neural network     optimization    

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    

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 SSIThe settlements of raft of piled raft foundation, deflection of pile and moments of the pile due to interaction

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

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 piledraft foundations are increasingly used in the modern world.contribution including for piled raft foundations, to resisting lateral load.raft 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    

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

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: variabilities in the material properties (mean and coefficient of variation values) on the reliability of the piled

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

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    

Title Author Date Type Operation

Innovative piled raft foundations design using artificial neural network

Meisam RABIEI, Asskar Janalizadeh CHOOBBASTI

Journal Article

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

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

Luo Yingwu: RAFT Emulsion Polymerization(2019.5.24)

22 Apr 2021

Conference Videos

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

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

Journal Article

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

Chen Zhijian,Liu Dawei,Zhang Weiwen

Journal Article