國立高雄大學圖資館 |

登入

回首頁

Influence of fine particles on the liquefaction properties of a reference sandapplication to the seismic response of a sand column on a vibrating table /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Influence of fine particles on the liquefaction properties of a reference sandby Zhehao Zhu.
其他題名:	application to the seismic response of a sand column on a vibrating table /
作者:	Zhu, Zhehao.
出版者:	Cham :Springer Nature Switzerland :2023.
面頁冊數:	xxi, 192 p. :ill. (some col.), digital ;24 cm.
Contained By:	Springer Nature eBook
標題:	Soil liquefaction.
電子資源:	https://doi.org/10.1007/978-3-031-24299-1
ISBN:	9783031242991$q(electronic bk.)

Influence of fine particles on the liquefaction properties of a reference sandapplication to the seismic response of a sand column on a vibrating table /
Zhu, Zhehao.

Influence of fine particles on the liquefaction properties of a reference sandapplication to the seismic response of a sand column on a vibrating table /[electronic resource] :by Zhehao Zhu. - Cham :Springer Nature Switzerland :2023. - xxi, 192 p. :ill. (some col.), digital ;24 cm. - Springer theses,2190-5061. - Springer theses..

Bibliographic Review -- Tested Materials, Equipment and Protocols -- Behaviour Under Monotonic Loading -- Behaviour Under Cyclic Loading -- Shaking Table Tests.

Over the past thirty years, the liquefaction of sand containing a small amount of fine particles has become an engaging topic in the geotechnical community. Indeed, a great variety of field investigations revealed that the real liquefied soils are mainly composed of a host sand matrix and a small fraction of plastic or non-plastic fines. In this context, several series of monotonic and cyclic triaxial tests were performed to clarify the influence of these fine particles on the development of sand liquefaction. To get closer to in situ conditions, 1g shaking table tests were carried out with two different-sized model soil containers. The first one, small size, was essentially used to check the reconstitution and the saturation method. The second one, very large size, was manufactured to explore the sand liquefaction behaviour during base shaking in an almost actual engineering size. To numerically reproduce the sand liquefaction behaviour, the Dafalias model has been taken as an example and its input parameters were calibrated by an artificial intelligence method. An in-depth analysis of the proposed method was done with the elastoplastic theory.

ISBN: 9783031242991$q(electronic bk.)

Standard No.: 10.1007/978-3-031-24299-1doiSubjects--Topical Terms:

196133
Soil liquefaction.

LC Class. No.: TA710 / .Z48 2023

Dewey Class. No.: 631.433

Influence of fine particles on the liquefaction properties of a reference sandapplication to the seismic response of a sand column on a vibrating table /
LDR:02450nmm a2200337 a 4500 001 640534
003 DE-He213
005 20230211073315.0
006 m d
007 cr nn 008maaau
008 231025s2023 sz s 0 eng d
020 $a 9783031242991$q(electronic bk.)
020 $a 9783031242984$q(paper)
024 7 $a 10.1007/978-3-031-24299-1 $2 doi
035 $a 978-3-031-24299-1
040 $a GP $c GP
041 0 $a eng
050 4 $a TA710 $b .Z48 2023
072 7 $a TNC $2 bicssc
072 7 $a SCI042000 $2 bisacsh
072 7 $a TNC $2 thema
082 0 4 $a 631.433 $2 23
090 $a TA710 $b .Z63 2023
100 1 $a Zhu, Zhehao. $3 947275
245 1 0 $a Influence of fine particles on the liquefaction properties of a reference sand $h [electronic resource] : $b application to the seismic response of a sand column on a vibrating table / $c by Zhehao Zhu.
260 $a Cham : $b Springer Nature Switzerland : $b Imprint: Springer, $c 2023.
300 $a xxi, 192 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a Springer theses, $x 2190-5061
505 0 $a Bibliographic Review -- Tested Materials, Equipment and Protocols -- Behaviour Under Monotonic Loading -- Behaviour Under Cyclic Loading -- Shaking Table Tests.
520 $a Over the past thirty years, the liquefaction of sand containing a small amount of fine particles has become an engaging topic in the geotechnical community. Indeed, a great variety of field investigations revealed that the real liquefied soils are mainly composed of a host sand matrix and a small fraction of plastic or non-plastic fines. In this context, several series of monotonic and cyclic triaxial tests were performed to clarify the influence of these fine particles on the development of sand liquefaction. To get closer to in situ conditions, 1g shaking table tests were carried out with two different-sized model soil containers. The first one, small size, was essentially used to check the reconstitution and the saturation method. The second one, very large size, was manufactured to explore the sand liquefaction behaviour during base shaking in an almost actual engineering size. To numerically reproduce the sand liquefaction behaviour, the Dafalias model has been taken as an example and its input parameters were calibrated by an artificial intelligence method. An in-depth analysis of the proposed method was done with the elastoplastic theory.
650 0 $a Soil liquefaction. $3 196133
650 1 4 $a Geoengineering. $3 913449
650 2 4 $a Geotechnical Engineering and Applied Earth Sciences. $3 913450
650 2 4 $a Geophysics. $3 197003
710 2 $a SpringerLink (Online service) $3 273601
773 0 $t Springer Nature eBook
830 0 $a Springer theses. $3 557607
856 4 0 $u https://doi.org/10.1007/978-3-031-24299-1
950 $a Physics and Astronomy (SpringerNature-11651)