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Çѱ¹Áö¹Ý°øÇÐȸ / v.21, no.4, 2005³â, pp.21-29
¼öÁß¾ç»ý ¹× ¼ö¾ÐÁ¶°ÇÀ» °í·ÁÇÑ °æ·®±âÆ÷È¥ÇÕÅäÀÇ °Åµ¿
( Behaviors of Lightweight Foamed Soils Considering Underwater Curing and Water Pressure Conditions )
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Lightweight Foamed Soil (LWFS) could be the substitute of normal soils used in backfill to earth structures and embankment materials far soft ground improvement in port and harbor project because of its effectiveness in settlement reduction and earth pressure decrease due to its lightness. A series of triaxial and unconfined compression tests were performed to investigate behaviors of LWFS composed of dredged soils, cement and air foam, and cured at underwater conditions. The density of LWFS will increase if LWFS is cured at underwater conditions because high water pressure makes air foam disappear or demolish during the curing compared with LWFS cured at normal air conditions. This paper is to find the mechanical behaviors of LWFS cured at seawater depth of 5.0 m and 10.0 m, respectively, which simulates underwater curing conditions by underwater pressure simulator chamber developed during this study. In addition, new normalized factor formula, which takes account of mixing design conditions determining compressive strength of LWFS, was proposed to consider mixing design factor fur LWFS.
 
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Dredged soil;Lightweight foamed soil;Underwater curing;In-situ soil;LWFS;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.21, no.4, 2005³â, pp.21-29
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200502637460566)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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