Laboratory Study for Influence of Clay Content (CC) on Wave-Induced Liquefaction in Marine Sediments. Issue 3 (2nd April 2016)

• Record Type: Journal Article
• Authors: Liu, B.; Jeng, D.-S.
• Is Part Of: Marine georesources & geotechnology. Volume 34:Issue 3(2016)
• Page Start: 280
• Page End: 292
• Publication Date: 2016-04-02
• Subjects: 1-D cylinder model experiment -- clay content -- clayey sand -- liquefaction -- plasticity -- wave loading; Marine mineral resources -- Periodicals; 551.46
• DOI: 10.1080/1064119X.2015.1005322
• Languages: English
• ISSNs: 1064-119X

Abstract

Abstract : In this artice, the influence of clay content on the wave-induced liquefaction in marine sediments was reported. The one-dimensional (1-D) equipment was setup with a vertical cylinder and 1.8–m–thick clayey sandy deposit and 0.2–m–thick water above the deposit. Unlike the previous experimental study for a single soil layer, this study used sand-kaolin mixtures, sand-illite mixtures, and sand-bentonite mixtures as the experimental samples. A series of experiments with 3, 000 wave cycles in each test were conducted under numerous wave and soil conditions, which allowed us to examine the influence of clay content (CC) on wave-induced liquefaction in marine sediments. The experimental results showed that the clayey sandy deposit will become prone to liquefaction with the increase of CC when CC is less than a critical value, which depends on the type of clay. However, when CC is greater than the critical value, liquefaction depth will decrease as CC increases. Furthermore, when the CC value reaches a certain level, liquefaction will not occur. For example, no liquefaction occurs when CC ≥ 33% for both kaolin-sand and illite-sand mixtures and CC ≥ 16.36% for bentonite-sand mixtures.