A semi-analytical method for the analysis of pile-supported embankments
In this paper,a semi-analytical method for the analysis of pile-supported embankments is proposed.The mathematic model describes the cooperative behavior of pile,pile cap,foundation soil,and embankment fills.Based on Terzaghi＇s 1D consolidation theory of saturated soil,the consolidation of foundatio...
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| Published in | Journal of Zhejiang University. A. Science Vol. 13; no. 11; pp. 888 - 894 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Heidelberg
SP Zhejiang University Press
01.11.2012
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| Online Access | Get full text |
| ISSN | 1673-565X 1862-1775 |
| DOI | 10.1631/jzus.A12ISGT4 |
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| Abstract | In this paper,a semi-analytical method for the analysis of pile-supported embankments is proposed.The mathematic model describes the cooperative behavior of pile,pile cap,foundation soil,and embankment fills.Based on Terzaghi＇s 1D consolidation theory of saturated soil,the consolidation of foundation soil is calculated.The embankments with two different types of piles：floating piles and end-bearing piles are investigated and discussed.The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented.It is found that it takes a longer time for soil consolidation in the embankment with floating piles,compared with the case using end-bearing piles.The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles,compared with the case of floating piles. |
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| AbstractList | In this paper, a semi-analytic al method for the analysis of pile-supported embankments is proposed. The mathematic model describes the cooperative behavior of pile, pile cap, foundation soil, and embankment fills. Based on Terzaghi's 1D consolidation theory of saturated soil, the consolidation of foundation soil is calculated. The embankments with two different types of piles: floating piles and end-bearing piles are investigated and discussed. The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented. It is found that it takes a longer time for soil consolidation in the embankment with floating piles, compared with the case using end-bearing piles. The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles, compared with the case of floating piles. In this paper,a semi-analytical method for the analysis of pile-supported embankments is proposed.The mathematic model describes the cooperative behavior of pile,pile cap,foundation soil,and embankment fills.Based on Terzaghi＇s 1D consolidation theory of saturated soil,the consolidation of foundation soil is calculated.The embankments with two different types of piles：floating piles and end-bearing piles are investigated and discussed.The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented.It is found that it takes a longer time for soil consolidation in the embankment with floating piles,compared with the case using end-bearing piles.The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles,compared with the case of floating piles. In this paper, a semi-analytical method for the analysis of pile-supported embankments is proposed. The mathematic model describes the cooperative behavior of pile, pile cap, foundation soil, and embankment fills. Based on Terzaghi’s 1D consolidation theory of saturated soil, the consolidation of foundation soil is calculated. The embankments with two different types of piles: floating piles and end-bearing piles are investigated and discussed. The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented. It is found that it takes a longer time for soil consolidation in the embankment with floating piles, compared with the case using end-bearing piles. The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles, compared with the case of floating piles. |
| Author | Wan-huan ZHOU Ren-peng CHEN Lin-shuang ZHAO Zheng-zhong XU Yun-min CHEN |
| AuthorAffiliation | Department of Civil and Environmental Engineering, University of Macau, Macau, China MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China |
| Author_xml | – sequence: 1 givenname: Wan-huan surname: Zhou fullname: Zhou, Wan-huan organization: Department of Civil and Environmental Engineering, University of Macau – sequence: 2 givenname: Ren-peng surname: Chen fullname: Chen, Ren-peng email: chenrp@zju.edu.cn organization: MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University – sequence: 3 givenname: Lin-shuang surname: Zhao fullname: Zhao, Lin-shuang organization: Department of Civil and Environmental Engineering, University of Macau – sequence: 4 givenname: Zheng-zhong surname: Xu fullname: Xu, Zheng-zhong organization: MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University – sequence: 5 givenname: Yun-min surname: Chen fullname: Chen, Yun-min organization: MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University |
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| CitedBy_id | crossref_primary_10_1007_s40999_019_00434_1 crossref_primary_10_1016_j_geotexmem_2019_01_006 crossref_primary_10_1080_14680629_2014_939695 crossref_primary_10_1631_jzus_A1600231 crossref_primary_10_1061_IJGNAI_GMENG_10204 crossref_primary_10_1016_j_geotexmem_2019_103489 crossref_primary_10_1007_s40534_021_00236_z crossref_primary_10_1631_jzus_A1400342 crossref_primary_10_1061__ASCE_CF_1943_5509_0000789 crossref_primary_10_1016_j_compgeo_2017_07_027 crossref_primary_10_1061__ASCE_GM_1943_5622_0000491 crossref_primary_10_1631_jzus_A1400117 crossref_primary_10_1080_23248378_2014_959083 crossref_primary_10_3390_sym14101981 crossref_primary_10_1108_EC_09_2023_0582 crossref_primary_10_3208_jgssp_v05_035 crossref_primary_10_1139_cgj_2017_0689 |
| Cites_doi | 10.1016/j.compgeo.2005.05.003 10.1631/jzus.A11GT012 10.1016/j.geotexmem.2005.05.002 10.1061/(ASCE)1090-0241(2002)128:1(44) 10.1016/j.compgeo.2007.07.001 10.1139/T08-003 10.1016/j.compgeo.2009.05.011 10.1016/j.geotexmem.2007.05.004 10.1002/9780470172766 10.1061/AJGEB6.0000729 10.1061/40865(197)36 10.1061/(ASCE)0733-9410(1994)120:11(1917) |
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| Keywords | Equal settlement plane Pile-supported embankment TU4 Soft soils Soil arching Load transfer |
| Language | English |
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| Notes | In this paper,a semi-analytical method for the analysis of pile-supported embankments is proposed.The mathematic model describes the cooperative behavior of pile,pile cap,foundation soil,and embankment fills.Based on Terzaghi＇s 1D consolidation theory of saturated soil,the consolidation of foundation soil is calculated.The embankments with two different types of piles：floating piles and end-bearing piles are investigated and discussed.The results of axial force and skin friction distributions along the pile and the settlements of pile-supported embankments are presented.It is found that it takes a longer time for soil consolidation in the embankment with floating piles,compared with the case using end-bearing piles.The differential settlement between the pile and surrounding soil at the pile top is larger for the embankment with end-bearing piles,compared with the case of floating piles. Wan-huan ZHOU,Ren-peng CHEN,Lin-shuang ZHAO,Zheng-zhong XU,Yun-min CHEN（1Department of Civil and Environmental Engineering,University of Macau,Macau,China）（2MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering,Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China） 33-1236/O4 Pile-supported embankment; Soil arching; Load transfer; Equal settlement plane; Soft soils ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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| PublicationTitle | Journal of Zhejiang University. A. Science |
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| References | Chen, Jia, Chen (CR3) 2005; 24 Chen, Cao, Chen (CR8) 2008; 26 Shen, Chai, Hong, Cai (CR14) 2005; 23 Han, Gabr (CR9) 2002; 128 Randolph, Worth (CR13) 1978; 104 Low, Tang, Choa (CR10) 1993; 120 CR18 Bian, Chao, Jin, Chen (CR1) 2011; 12 Chen, Zhou, Cao, Chen (CR5) 2007; 29 Chen, Chen, Han, Xu (CR6) 2008; 45 Russell, Pierpoint (CR12) 1997; 30 CR11 Terzaghi (CR15) 1943 Chen, Zhou, Wang, Chen (CR4) 2005; 32 Chen, Zhou, Chen (CR7) 2009; 36 Terzaghi, Peck (CR16) 1967 Zhou, Yin (CR17) 2008; 35 (CR2) 1995 K. Terzaghi (3309_CR15) 1943 3309_CR11 S.L. Shen (3309_CR14) 2005; 23 R.P. Chen (3309_CR4) 2005; 32 J. Han (3309_CR9) 2002; 128 R.P. Chen (3309_CR7) 2009; 36 3309_CR18 R.P. Chen (3309_CR3) 2005; 24 K. Terzaghi (3309_CR16) 1967 R.P. Chen (3309_CR6) 2008; 45 British Standard BS8006 (3309_CR2) 1995 M.F. Randolph (3309_CR13) 1978; 104 X.C. Bian (3309_CR1) 2011; 12 R.P. Chen (3309_CR5) 2007; 29 B.K. Low (3309_CR10) 1993; 120 Y.M. Chen (3309_CR8) 2008; 26 W.H. Zhou (3309_CR17) 2008; 35 D. Russell (3309_CR12) 1997; 30 |
| References_xml | – ident: CR18 – volume: 32 start-page: 358 issue: 5 year: 2005 end-page: 369 ident: CR4 article-title: Onedimensional nonlinear consolidation of multi-layered soil by differential quadrature method publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2005.05.003 – volume: 12 start-page: 885 issue: 12 year: 2011 end-page: 894 ident: CR1 article-title: A 2.5D finite element approach for predicting ground vibrations generated by vertical track irregularities publication-title: Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering) doi: 10.1631/jzus.A11GT012 – volume: 29 start-page: 824 issue: 6 year: 2007 end-page: 830 ident: CR5 article-title: Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect publication-title: Chinese Journal of Geotechnical Engineering – year: 1967 ident: CR16 publication-title: Soil Mechanics in Engineering Practice – volume: 23 start-page: 463 issue: 6 year: 2005 end-page: 485 ident: CR14 article-title: Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement publication-title: Journal of Geotextiles and Geomembranes doi: 10.1016/j.geotexmem.2005.05.002 – volume: 128 start-page: 44 issue: 1 year: 2002 end-page: 53 ident: CR9 article-title: Numerical analysis of geosyntheticreinforced and pile-supported earth platforms over soft soil publication-title: Journal of Geotechnical and Geoenvironmental Engineering, ASCE doi: 10.1061/(ASCE)1090-0241(2002)128:1(44) – ident: CR11 – volume: 35 start-page: 479 issue: 3 year: 2008 end-page: 488 ident: CR17 article-title: A simple mathematical model for soil nail and soil interaction analysis publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2007.07.001 – volume: 45 start-page: 611 issue: 5 year: 2008 end-page: 623 ident: CR6 article-title: A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression publication-title: Canadian Geotechnical Journal doi: 10.1139/T08-003 – volume: 104 start-page: 1465 issue: 12 year: 1978 end-page: 1488 ident: CR13 article-title: Analysis of deformation of vertically loaded piles publication-title: Journal of Geotechnical Engineering Division – volume: 36 start-page: 1265 issue: 8 year: 2009 end-page: 1271 ident: CR7 article-title: Influences of soil consolidation and pile load on the development of negative skin friction of a pile publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2009.05.011 – volume: 120 start-page: 1917 issue: 11 year: 1993 end-page: 1938 ident: CR10 article-title: Arching in piled embankments publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 30 start-page: 39 issue: 10 year: 1997 end-page: 44 ident: CR12 article-title: An assessment of design methods for piled embankments publication-title: Ground Engineering – volume: 26 start-page: 164 issue: 2 year: 2008 end-page: 174 ident: CR8 article-title: An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments publication-title: Geotextiles and Geomembranes doi: 10.1016/j.geotexmem.2007.05.004 – year: 1943 ident: CR15 publication-title: Theoretical of Soil Mechanics doi: 10.1002/9780470172766 – year: 1995 ident: CR2 publication-title: Code of Practice for Strengthened/Reinforced Soils and Other Fills – volume: 24 start-page: 4358 issue: 23 year: 2005 end-page: 4367 ident: CR3 article-title: Mechanism and settlement analysis of pile-supported and geogridreinforced embankments publication-title: Chinese Journal of Rock Mechanics and Engineering – volume: 104 start-page: 1465 issue: 12 year: 1978 ident: 3309_CR13 publication-title: Journal of Geotechnical Engineering Division doi: 10.1061/AJGEB6.0000729 – ident: 3309_CR18 doi: 10.1061/40865(197)36 – volume: 30 start-page: 39 issue: 10 year: 1997 ident: 3309_CR12 publication-title: Ground Engineering – volume-title: Theoretical of Soil Mechanics year: 1943 ident: 3309_CR15 doi: 10.1002/9780470172766 – volume: 128 start-page: 44 issue: 1 year: 2002 ident: 3309_CR9 publication-title: Journal of Geotechnical and Geoenvironmental Engineering, ASCE doi: 10.1061/(ASCE)1090-0241(2002)128:1(44) – volume: 24 start-page: 4358 issue: 23 year: 2005 ident: 3309_CR3 publication-title: Chinese Journal of Rock Mechanics and Engineering – volume: 26 start-page: 164 issue: 2 year: 2008 ident: 3309_CR8 publication-title: Geotextiles and Geomembranes doi: 10.1016/j.geotexmem.2007.05.004 – volume: 23 start-page: 463 issue: 6 year: 2005 ident: 3309_CR14 publication-title: Journal of Geotextiles and Geomembranes doi: 10.1016/j.geotexmem.2005.05.002 – volume: 45 start-page: 611 issue: 5 year: 2008 ident: 3309_CR6 publication-title: Canadian Geotechnical Journal doi: 10.1139/T08-003 – volume: 36 start-page: 1265 issue: 8 year: 2009 ident: 3309_CR7 publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2009.05.011 – ident: 3309_CR11 – volume-title: Code of Practice for Strengthened/Reinforced Soils and Other Fills year: 1995 ident: 3309_CR2 – volume: 12 start-page: 885 issue: 12 year: 2011 ident: 3309_CR1 publication-title: Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering) doi: 10.1631/jzus.A11GT012 – volume: 120 start-page: 1917 issue: 11 year: 1993 ident: 3309_CR10 publication-title: Journal of Geotechnical and Geoenvironmental Engineering doi: 10.1061/(ASCE)0733-9410(1994)120:11(1917) – volume-title: Soil Mechanics in Engineering Practice year: 1967 ident: 3309_CR16 – volume: 29 start-page: 824 issue: 6 year: 2007 ident: 3309_CR5 publication-title: Chinese Journal of Geotechnical Engineering – volume: 35 start-page: 479 issue: 3 year: 2008 ident: 3309_CR17 publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2007.07.001 – volume: 32 start-page: 358 issue: 5 year: 2005 ident: 3309_CR4 publication-title: Computers and Geotechnics doi: 10.1016/j.compgeo.2005.05.003 |
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| SubjectTerms | Civil Engineering Classical and Continuum Physics Consolidation Embankments Engineering Foundations Industrial Chemistry/Chemical Engineering Mathematical analysis Mathematical models Mechanical Engineering Piles Settlements Soil (material) 一维固结理论 不均匀沉降 半解析法 地基土 堤防 模型描述 端承桩 饱和土 |
| Title | A semi-analytical method for the analysis of pile-supported embankments |
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