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Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50541

Title: Laboratory and Field Shear Wave Measurement at a Reclaimed Site in West Taiwan
Authors: Chien Lien-Kwei
Yan-Nam Oh
Contributors: 國立臺灣海洋大學:河海工程學系
Date: 2000-03
Issue Date: 2018-10-15T02:52:09Z
Publisher: ASTM Geotechnical Testing Journal
Abstract: Abstract: Land reclamation using hydraulic sand fills is a method adopted widely in West Taiwan. In this paper, the influence of fines content, void ratio, and effective confining pressure on the measurement of shear wave velocity of reclaimed soil obtained from the reclaimed soil in the Yun-Lin area of West Taiwan is discussed. A “critical s-wave void ratio” (ef.c.) is defined. As shown in the results, for critical s-wave void ratio (ef.c.) with 10% of fines content, there exists a maximum shear wave velocity. As the fines content exceeds 10%, the shear wave velocity decreases. Based on the laboratory and in-situ test, a modification factor (M) is defined. From the results, the modifications factor (M) increases as the soil depth increases. The results presented can be a reference for soil property evaluation in land reclamation and coastal area.
Relation: 23(1) pp.21-35
URI: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/50541
Appears in Collections:[河海工程學系] 期刊論文

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