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Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions
Frontiers of Structural and Civil Engineering Pages 915-934 doi: 10.1007/s11709-023-0907-8
Keywords: fictitious soil pile soil plug pipe piles high-strain dynamic analysis one-dimensional wave theory pile dynamics
Qian-Qing ZHANG, Shan-Wei LIU, Ruo-Feng FENG, Jian-Gu QIAN, Chun-Yu CUI
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4, Pages 961-982 doi: 10.1007/s11709-020-0632-5
Keywords: numerical simulation non-uniformly arranged pile groups differential settlement pile-soil interaction
Study on load bearing characteristic of cast in situ DX group pile with numerical analysis
Zhang Qinglin,Chen Lihong
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 51-59
This paper analyzes 4 types of group-pile which contains 4 piles withThe main conclusions are: group pile effect of DX pile increases sharply when pile spacing decreases;the bearing capacity of 3D spacing group-pile is 1.32 times larger than that of 1.5D spacing group-pile;effect coefficient of group-pile increases from 0.59 to 0.78 when spacing increases from 1.5D to 3D;when the spacing of pile increases.
Keywords: DX pile group-pile settlement numerical analysis
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 62-81 doi: 10.1007/s11709-019-0570-2
Keywords: soil structure interaction optimum lateral extent of soil domain length multi-storyed framed building pile
Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA
Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 176-193 doi: 10.1007/s11709-015-0289-7
Keywords: piles pile group spacing configuration combined load
Case study of DX single pile settlement
Tang Songtao,Yuan Xiyu,Chen Lihong
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 41-45
DX pile which is typical varied cross-section pile has a different loadtransfer mechanism compared to straight pile.The bearing capacity of the pile is increased, while the settlement is significantly reduced at the sameThis paper compares the settlement characteristics of DX pile and straight pile on the basis of lotsof projects to verify the DX pile settlement formula and the reliability of correction factor.
Keywords: DX pile straight pile settlement correction coefficient
Application of fuzzy analytic hierarchy process model on determination of optimized pile-type
Lei MA, Shuilong SHEN, Jinhui ZHANG, Yang HUANG, Feng SHI
Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2, Pages 252-257 doi: 10.1007/s11709-010-0017-2
Keywords: pile type fuzzy synthetic evaluation analytic hierarchy process (AHP) optimal selection
Sina AMIRI; Ali Naghi DEHGHAN
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 704-717 doi: 10.1007/s11709-021-0746-4
Keywords: shallow tunneling method pile and rib method ground surface settlement subway station construction
ANN-based empirical modelling of pile behaviour under static compressive loading
Abdussamad ISMAIL
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 594-608 doi: 10.1007/s11709-017-0446-2
Keywords: piles in compression load-deformation behaviour product-unit neural network
Experimental study on pile-end post-grouting piles for super-large bridge pile foundations
Weiming GONG, Guoliang DAI, Haowen ZHANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 228-233 doi: 10.1007/s11709-009-0019-0
Keywords: self-balanced testing technique pile-end post-grouting bearing capacity grouting technology
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 318-332 doi: 10.1007/s11709-021-0715-y
Keywords: pile foundations damage location acoustic emission deep learning damage step
New pile foundation technology of 21 Century: DX pile
Wang Mengshu,He Dexin,Tang Songtao
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 4-12
As a kind of old construction form, pile foundation still plays a tremendousThe fast developing and innovation of technology promote new types of pile constantly emerging, whichDX pile is one of those piles and has been widely used.characters, advantages, research progress both at home and abroad, and engineering applications of DX pile
Keywords: DX pile bearing mechanism bearing capacity settlement
Study of in situ test to DX pile and post grouting bored pile
Liu Chungang,Chai Xiaobing,Ouyang Yi,He Dexin
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 80-85
The in-situ vertical resisting compression static test of DX pile ismade and it is compared with post-grouting bored pile.The results indicate that DX pile and post-grouting bored pile can enhance capacity and control settlementeffectively;effect of four test piles is not quite different, but the DX pile is of smaller diameter; DX pile can reduce engineering materials to lower project cost and speed up the construction progress
Keywords: DX pile static load test bearing capacity settlement
Numerical evaluation of group-pile foundation subjected to cyclic horizontal load
Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,
Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2, Pages 196-207 doi: 10.1007/s11709-010-0021-6
Keywords: group-pile foundation real-scale cyclic loading test three-dimensional finite element method (3D-FEM)
ZHANG Feng, OKAWA Katsunori, KIMURA Makoto
Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3, Pages 233-241 doi: 10.1007/s11709-008-0033-7
Keywords: centrifuge Different three-dimensional elastoplastic calculation inclined
Title Author Date Type Operation
Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions
Journal Article
Finite element prediction on the response of non-uniformly arranged pile groups considering progressivefailure of pile-soil system
Qian-Qing ZHANG, Shan-Wei LIU, Ruo-Feng FENG, Jian-Gu QIAN, Chun-Yu CUI
Journal Article
Study on load bearing characteristic of cast in situ DX group pile with numerical analysis
Zhang Qinglin,Chen Lihong
Journal Article
Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Journal Article
Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA
Journal Article
Application of fuzzy analytic hierarchy process model on determination of optimized pile-type
Lei MA, Shuilong SHEN, Jinhui ZHANG, Yang HUANG, Feng SHI
Journal Article
Comparison of shallow tunneling method with pile and rib method for construction of subway station in
Sina AMIRI; Ali Naghi DEHGHAN
Journal Article
ANN-based empirical modelling of pile behaviour under static compressive loading
Abdussamad ISMAIL
Journal Article
Experimental study on pile-end post-grouting piles for super-large bridge pile foundations
Weiming GONG, Guoliang DAI, Haowen ZHANG
Journal Article
Detection of damage locations and damage steps in pile foundations using acoustic emissions with deep
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Journal Article
New pile foundation technology of 21 Century: DX pile
Wang Mengshu,He Dexin,Tang Songtao
Journal Article
Study of in situ test to DX pile and post grouting bored pile
Liu Chungang,Chai Xiaobing,Ouyang Yi,He Dexin
Journal Article
Numerical evaluation of group-pile foundation subjected to cyclic horizontal load
Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,
Journal Article