Seismic Parameter Research of Marine Soil

Dong Li; Xiao Yan Wang; Xiao Fei Lv; Xiao Ling Chen

doi:10.4028/www.scientific.net/AMR.1065-1069.1423

Paper Titles

Analysis for Collapse Process of Multi-Layer RC Frame Structures under Earthquakes
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Earthquake Damage Forms of Multi-Story Brick Masonry Structure and their Mechanical Analysis
p.1408

General Laws of Dynamic Responses of the High Slope Construction under Earthquake
p.1412

Seismic Experimental Study on Masonry Structure Strengthened by Ring-Beam and Constructional Column
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Seismic Parameter Research of Marine Soil
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Structure Seismic Analysis on Intake Tower of Spillway Tunnel
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Study on Characteristics of Seismic Ambient Shear Stress in Gansu Province
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Study on Ground Motion Intensities and Modification for Seismic Analysis of Reinforced Concrete Frames
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The Seismic Finite Element Analysis of Tianjin Western-Style Dwellings
p.1443

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Seismic Parameter Research of Marine Soil

Seismic Parameter Research of Marine Soil

Abstract:

In East China Sea, especially in Zhejiang and Fujian Provinces, classic marine deposit soft soil with characteristics of high compressibility, high sensitivity and low strength is widely distributed. Seismic subsidence occurs under earthquake causing substantial losses. Though a number of effective studies are carried out on the causes, mechanisms and methods on seismic subsidence, there are more other aspects to be studied due to marine soil’s complexity. In this paper, the classic marine soft soil in southern sea area of Taizhou Bay is studied on its seismic parameter based on the tri-axial seismic experiment. The seismic parameters and residual strain formula are obtained, and compared with normal continental deposit soft soil.