تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت

Sand or stone columns are considered one of the efficient methods ofimproving soft clayey soils. They are cheap, easy to use, and results inincreasing the bearing capacity of the soil and decreasing its compressibility.In this research, a series of laboratory tests were performed using small scaleco...

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Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2008-09-01
Series:Engineering and Technology Journal
Online Access:https://etj.uotechnology.edu.iq/article_26718_3855c9fd38397ec69c7650452bd72206.pdf
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collection DOAJ
description Sand or stone columns are considered one of the efficient methods ofimproving soft clayey soils. They are cheap, easy to use, and results inincreasing the bearing capacity of the soil and decreasing its compressibility.In this research, a series of laboratory tests were performed using small scalecolumns (Dia. = 38 mm, Depth = 180 mm) inserted in a soft claylayer which was prepared inside steel containers. Different amounts of limeand / or cement were used to stabilize the stone columns to increase itsefficiency. Loading tests were performed on each column in order todetermine its max. bearing capacity, the efficiency of each additive wasdetermined by comparing the results obtained of treated to untreatedcolumns (qt / qu). The results were (2.7) for soils treated with crushed stoneonly, and (4, 5) for soils treated with crushed stone stabilized with (5%) and(10%) lime respectively. The results also showed (3.5, 4) for soils treatedwith crushed stone stabilized with (5%) and (10%) cement respectively. Theresults of stabilizing stone columns with lime and cement showed that(qt / qu) were (3.3, 3.7) for soils treated with crushed stone stabilized with(2.5% lime + 2.5% cement) and (5% lime + 5% cement) respectively.
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spelling doaj.art-8b0353f7766543d2ab1752add3bfdd892024-02-04T17:53:16ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582008-09-0126936337010.30684/etj.26.9.1326718تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنتSand or stone columns are considered one of the efficient methods ofimproving soft clayey soils. They are cheap, easy to use, and results inincreasing the bearing capacity of the soil and decreasing its compressibility.In this research, a series of laboratory tests were performed using small scalecolumns (Dia. = 38 mm, Depth = 180 mm) inserted in a soft claylayer which was prepared inside steel containers. Different amounts of limeand / or cement were used to stabilize the stone columns to increase itsefficiency. Loading tests were performed on each column in order todetermine its max. bearing capacity, the efficiency of each additive wasdetermined by comparing the results obtained of treated to untreatedcolumns (qt / qu). The results were (2.7) for soils treated with crushed stoneonly, and (4, 5) for soils treated with crushed stone stabilized with (5%) and(10%) lime respectively. The results also showed (3.5, 4) for soils treatedwith crushed stone stabilized with (5%) and (10%) cement respectively. Theresults of stabilizing stone columns with lime and cement showed that(qt / qu) were (3.3, 3.7) for soils treated with crushed stone stabilized with(2.5% lime + 2.5% cement) and (5% lime + 5% cement) respectively.https://etj.uotechnology.edu.iq/article_26718_3855c9fd38397ec69c7650452bd72206.pdf
spellingShingle تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
Engineering and Technology Journal
title تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
title_full تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
title_fullStr تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
title_full_unstemmed تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
title_short تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
title_sort تحسين التربة الطينية الضعيفة بأستخدام أعمدة الركام المثبتة بالنورة والسمنت
url https://etj.uotechnology.edu.iq/article_26718_3855c9fd38397ec69c7650452bd72206.pdf