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Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt/ by Shuying Wang.
作者:	Wang, Shuying.
面頁冊數:	XIII, 156 p. 91 illus., 80 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Geotechnical engineering. -
電子資源:	https://doi.org/10.1007/978-981-10-7083-9
ISBN:	9789811070839

Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt
Wang, Shuying.

Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt[electronic resource] /by Shuying Wang. - 1st ed. 2018. - XIII, 156 p. 91 illus., 80 illus. in color.online resource.

This book gathers the main research findings on monotonic, cyclic and postcyclic shear behavior of low-plasticity. Drawing on the low-plasticity silt from the Mississippi River Valley, it determines that the silt’s critical state line can be changed due to liquefaction, and thus offers valuable insights and reference data for further investigations on soil mechanics and engineering applications to verify the above research findings. Low-plasticity silt with a plasticity index of less than 10, though commonly found around the world, nonetheless differs greatly from sand and clay in terms of its shear behavior. Failure to take into account the differences in shear characteristics between silt, clay and sand will lead to overconservative designs of offshore structures. In particular, dynamic loading from earthquakes, trains and ocean waves can set off the liquefaction of low-plasticity silt, and with it, major disasters and losses of properties. Additionally, some civil infrastructures have failed not only due to cyclic loading during an earthquake, but also due to reduction of shear strength or stiffness after that. .

ISBN: 9789811070839

Standard No.: 10.1007/978-981-10-7083-9doiSubjects--Topical Terms:

1024219
Geotechnical engineering.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.151

Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt
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