國立虎尾科技大學 |

Single Piles in Liquefiable Ground = Seismic Response and Numerical Analysis Methods /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Single Piles in Liquefiable Ground/ by Rui Wang.
其他題名:	Seismic Response and Numerical Analysis Methods /
作者:	Wang, Rui.
面頁冊數:	XVII, 119 p. 101 illus., 75 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Geotechnical engineering. -
電子資源:	https://doi.org/10.1007/978-3-662-49663-3
ISBN:	9783662496633

Single Piles in Liquefiable Ground = Seismic Response and Numerical Analysis Methods /
Wang, Rui.

Single Piles in Liquefiable GroundSeismic Response and Numerical Analysis Methods /[electronic resource] :by Rui Wang. - 1st ed. 2016. - XVII, 119 p. 101 illus., 75 illus. in color.online resource. - Springer Theses, Recognizing Outstanding Ph.D. Research,2190-5053. - Springer Theses, Recognizing Outstanding Ph.D. Research,.

Introduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.

This thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.

ISBN: 9783662496633

Standard No.: 10.1007/978-3-662-49663-3doiSubjects--Topical Terms:

1024219
Geotechnical engineering.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.151

Single Piles in Liquefiable Ground = Seismic Response and Numerical Analysis Methods /
LDR:02877nam a22004095i 4500 001 979707
003 DE-He213
005 20200704094108.0
007 cr nn 008mamaa
008 201211s2016 gw | s |||| 0|eng d
020 $a 9783662496633 $9 978-3-662-49663-3
024 7 $a 10.1007/978-3-662-49663-3 $2 doi
035 $a 978-3-662-49663-3
050 4 $a TA703-705.4
072 7 $a RB $2 bicssc
072 7 $a SCI019000 $2 bisacsh
072 7 $a RB $2 thema
082 0 4 $a 624.151 $2 23
100 1 $a Wang, Rui. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1106713
245 1 0 $a Single Piles in Liquefiable Ground $h [electronic resource] : $b Seismic Response and Numerical Analysis Methods / $c by Rui Wang.
250 $a 1st ed. 2016.
264 1 $a Berlin, Heidelberg : $b Springer Berlin Heidelberg : $b Imprint: Springer, $c 2016.
300 $a XVII, 119 p. 101 illus., 75 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
490 1 $a Springer Theses, Recognizing Outstanding Ph.D. Research, $x 2190-5053
505 0 $a Introduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.
520 $a This thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.
650 0 $a Geotechnical engineering. $3 1024219
650 0 $a Engineering geology. $3 558458
650 0 $a Engineering—Geology. $3 1253941
650 0 $a Foundations. $3 565339
650 0 $a Hydraulics. $3 636781
650 0 $a Mechanics. $3 527684
650 0 $a Mechanics, Applied. $3 596630
650 1 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 815187
650 2 4 $a Geoengineering, Foundations, Hydraulics. $3 768429
650 2 4 $a Solid Mechanics. $3 1211586
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9783662496619
776 0 8 $i Printed edition: $z 9783662496626
776 0 8 $i Printed edition: $z 9783662570234
830 0 $a Springer Theses, Recognizing Outstanding Ph.D. Research, $x 2190-5053 $3 1253569
856 4 0 $u https://doi.org/10.1007/978-3-662-49663-3
912 $a ZDB-2-EES
912 $a ZDB-2-SXEE
950 $a Earth and Environmental Science (SpringerNature-11646)
950 $a Earth and Environmental Science (R0) (SpringerNature-43711)