國立虎尾科技大學 |

Advances in Soil Liquefaction Engineering

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Advances in Soil Liquefaction Engineering/ by Yoshimichi Tsukamoto, Kenji Ishihara.
作者:	Tsukamoto, Yoshimichi.
其他作者:	Ishihara, Kenji.
面頁冊數:	XIII, 185 p. 203 illus., 21 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Natural Hazards. -
電子資源:	https://doi.org/10.1007/978-981-15-5479-7
ISBN:	9789811554797

Advances in Soil Liquefaction Engineering
Tsukamoto, Yoshimichi.

Advances in Soil Liquefaction Engineering[electronic resource] /by Yoshimichi Tsukamoto, Kenji Ishihara. - 1st ed. 2022. - XIII, 185 p. 203 illus., 21 illus. in color.online resource. - Springer Series in Geomechanics and Geoengineering,1866-8763. - Springer Series in Geomechanics and Geoengineering,.

Liquefaction resistance of saturated sand -- Characterising undrained monotonic behaviour of saturated sand -- Characterising undrained behaviour of imperfectly saturated and unsaturated sands -- Analysis on triggering of soil liquefaction including effects of imperfect saturation -- Use of in situ sounding tests for evaluating soil liquefaction triggering -- Evaluating post-liquefaction settlement and lateral deformation -- Use of in situ sounding tests for evaluating stability of soil deposits subject to liquefaction. .

This book describes recent developments in soil liquefaction engineering and introduces more appropriate procedures than the current ones to evaluate triggering and consequences of soil liquefaction during earthquakes. The topics therefore cover all aspects of soil behaviour following liquefaction during earthquakes. The contents start with new approaches and new findings on characterisation of liquefaction resistance and undrained shear strength of fully saturated, partially saturated, and unsaturated sand, which are fully based on laboratory tests. New approaches and findings are then described on the use of in situ sounding tests for characterising triggering and consequences of soil liquefaction, including post-liquefaction settlement, lateral spreading, and stability against flow slide. All the topics are accompanied by illustrative case history data from recent major earthquakes in Japan.

ISBN: 9789811554797

Standard No.: 10.1007/978-981-15-5479-7doiSubjects--Topical Terms:

784090
Natural Hazards.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.151

Advances in Soil Liquefaction Engineering
LDR:02854nam a22004095i 4500 001 1093150
003 DE-He213
005 20220429015941.0
007 cr nn 008mamaa
008 221228s2022 si | s |||| 0|eng d
020 $a 9789811554797 $9 978-981-15-5479-7
024 7 $a 10.1007/978-981-15-5479-7 $2 doi
035 $a 978-981-15-5479-7
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 Tsukamoto, Yoshimichi. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 970844
245 1 0 $a Advances in Soil Liquefaction Engineering $h [electronic resource] / $c by Yoshimichi Tsukamoto, Kenji Ishihara.
250 $a 1st ed. 2022.
264 1 $a Singapore : $b Springer Nature Singapore : $b Imprint: Springer, $c 2022.
300 $a XIII, 185 p. 203 illus., 21 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 Series in Geomechanics and Geoengineering, $x 1866-8763
505 0 $a Liquefaction resistance of saturated sand -- Characterising undrained monotonic behaviour of saturated sand -- Characterising undrained behaviour of imperfectly saturated and unsaturated sands -- Analysis on triggering of soil liquefaction including effects of imperfect saturation -- Use of in situ sounding tests for evaluating soil liquefaction triggering -- Evaluating post-liquefaction settlement and lateral deformation -- Use of in situ sounding tests for evaluating stability of soil deposits subject to liquefaction. .
520 $a This book describes recent developments in soil liquefaction engineering and introduces more appropriate procedures than the current ones to evaluate triggering and consequences of soil liquefaction during earthquakes. The topics therefore cover all aspects of soil behaviour following liquefaction during earthquakes. The contents start with new approaches and new findings on characterisation of liquefaction resistance and undrained shear strength of fully saturated, partially saturated, and unsaturated sand, which are fully based on laboratory tests. New approaches and findings are then described on the use of in situ sounding tests for characterising triggering and consequences of soil liquefaction, including post-liquefaction settlement, lateral spreading, and stability against flow slide. All the topics are accompanied by illustrative case history data from recent major earthquakes in Japan.
650 2 4 $a Natural Hazards. $3 784090
650 2 4 $a Soil Science. $3 1366528
650 2 4 $a Geoengineering. $3 1365755
650 1 4 $a Geotechnical Engineering and Applied Earth Sciences. $3 1366420
650 0 $a Natural disasters. $3 555029
650 0 $a Soil science. $3 686955
650 0 $a Engineering geology. $3 558458
650 0 $a Geotechnical engineering. $3 1024219
700 1 $a Ishihara, Kenji. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1401063
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9789811554780
776 0 8 $i Printed edition: $z 9789811554803
776 0 8 $i Printed edition: $z 9789811554810
830 0 $a Springer Series in Geomechanics and Geoengineering, $x 1866-8755 $3 1261145
856 4 0 $u https://doi.org/10.1007/978-981-15-5479-7
912 $a ZDB-2-ENG
912 $a ZDB-2-SXE
950 $a Engineering (SpringerNature-11647)
950 $a Engineering (R0) (SpringerNature-43712)