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Effect of soil compressibility on oc...

Lin, Meei-Ling Teresa.

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Effect of soil compressibility on ocean wave-seafloor interaction.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Effect of soil compressibility on ocean wave-seafloor interaction./
Author:	Lin, Meei-Ling Teresa.
Published:	Ann Arbor : ProQuest Dissertations & Theses, : 1987,
Description:	219 p.
Notes:	Source: Dissertations Abstracts International, Volume: 50-01, Section: B.
Contained By:	Dissertations Abstracts International50-01B.
Subject:	Civil engineering. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=8806368

Effect of soil compressibility on ocean wave-seafloor interaction.
Lin, Meei-Ling Teresa.

Effect of soil compressibility on ocean wave-seafloor interaction. - Ann Arbor : ProQuest Dissertations & Theses, 1987 - 219 p.

Source: Dissertations Abstracts International, Volume: 50-01, Section: B.

Thesis (Ph.D.)--The University of Texas at Austin, 1987.

This item must not be sold to any third party vendors.

Effects of soil compressibility and damping on wave-induced seafloor movements are studied. A theoretical solution for coupled ocean wave-seafloor interaction is developed based on an continuum mechanics. The wave-induced stresses and displacements in the soil can be computed using the theoretical solution. The attenuation of the ocean wave height also can be determined from the solution. The solution was verified by comparing the results of computations to other researchers' solutions, and parametric studies were performed to examine the effects of various soil properties on the soil responses. Gaseous soil specimens were prepared in the laboratory and experiments were performed to determine the dynamic properties of the compressible gaseous soil in both shear and compression. Resonant column tests were used to determine the dynamic properties in shear, cyclic compression tests were developed, and used to measure the dynamic properties in compression. The measured soil properties were represented by mathematical models and employed in computations with the theoretical solution, which was extended to include nonlinear soil behavior and a multi-layered soil system. Results of the computations indicated that the compressibility of the soil could have significant effects on both the horizontal and vertical displacements of the soil responses and the attenuation of the wave height were dependent on the thickness of the soil layer. Assumption of an incompressible soil could lead to very different results especially in the case of thin soil layer.Subjects--Topical Terms:

860360
Civil engineering.

Effect of soil compressibility on ocean wave-seafloor interaction.
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035 $a (MiAaPQ)AAI8806368
035 $a AAI8806368
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100 1 $a Lin, Meei-Ling Teresa. $3 3548122
245 1 0 $a Effect of soil compressibility on ocean wave-seafloor interaction.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 1987
300 $a 219 p.
500 $a Source: Dissertations Abstracts International, Volume: 50-01, Section: B.
500 $a Publisher info.: Dissertation/Thesis.
500 $a Advisor: Wright, Stephen G.
502 $a Thesis (Ph.D.)--The University of Texas at Austin, 1987.
506 $a This item must not be sold to any third party vendors.
506 $a This item must not be added to any third party search indexes.
520 $a Effects of soil compressibility and damping on wave-induced seafloor movements are studied. A theoretical solution for coupled ocean wave-seafloor interaction is developed based on an continuum mechanics. The wave-induced stresses and displacements in the soil can be computed using the theoretical solution. The attenuation of the ocean wave height also can be determined from the solution. The solution was verified by comparing the results of computations to other researchers' solutions, and parametric studies were performed to examine the effects of various soil properties on the soil responses. Gaseous soil specimens were prepared in the laboratory and experiments were performed to determine the dynamic properties of the compressible gaseous soil in both shear and compression. Resonant column tests were used to determine the dynamic properties in shear, cyclic compression tests were developed, and used to measure the dynamic properties in compression. The measured soil properties were represented by mathematical models and employed in computations with the theoretical solution, which was extended to include nonlinear soil behavior and a multi-layered soil system. Results of the computations indicated that the compressibility of the soil could have significant effects on both the horizontal and vertical displacements of the soil responses and the attenuation of the wave height were dependent on the thickness of the soil layer. Assumption of an incompressible soil could lead to very different results especially in the case of thin soil layer.
590 $a School code: 0227.
650 4 $a Civil engineering. $3 860360
650 4 $a Oceanography. $3 535383
690 $a 0543
690 $a 0415
710 2 $a The University of Texas at Austin. $3 718984
773 0 $t Dissertations Abstracts International $g 50-01B.
790 $a 0227
791 $a Ph.D.
792 $a 1987
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=8806368