Preparation of Residual Soil Samples by using Modified Method

被引:0
作者
Baharudin, Noor Hasnida
Kasa, Anuar
Chik, Zamri
Adnan, Azlan
Taha, Mohd Raihan
机构
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词
Residual Soil; Standard Compaction; Modified Method;
D O I
10.4028/www.scientific.net/AMR.163-167.4470
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of this study was to establish an alternative method in preparing the residual soil samples for laboratory tests. The soil was compacted by using the modified method in order to get the desired values of dry unit weight that was equivalent to the values obtained from standard compaction method. The advantage of using this method was that, due to its larger size, more samples could be taken and tested under the same compaction condition and the mould could be directly mounted on the shaking table with the addition of the air bags to avoid the occurrence of boundary effects. The soil was compacted in a 300mm x 300mm x 300mm mould by using the vibrating hammer. The results of this study showed that the average dry unit weight value of 13.4 kN/m(3), 13.6 kN/m(3) and 13.7 kN/m(3) obtained from 5 rounds/layer, 6 rounds/layer and 7 rounds/layer of compaction of modified method, was equivalent to about 92%, 93% and 94% of maximum dry unit weight obtained from standard compaction method, respectively.
引用
收藏
页码:4470 / 4473
页数:4
相关论文
共 50 条
[21]   Interpretation of the Bearing Capacity of Unsaturated Fine-Grained Soil Using the Modified Effective and the Modified Total Stress Approaches [J].
Oh, Won Taek ;
Vanapalli, Sai K. .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2013, 13 (06) :769-778
[22]   Experiment and modeling of soil-water characteristic curve of unsaturated residual soil [J].
Chen Dong-xia ;
Gong Xiao-nan .
ROCK AND SOIL MECHANICS, 2014, 35 (07) :1885-1891
[23]   Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures [J].
Krisdani, Henry ;
Rahardjo, Harianto ;
Leong, Eng-Choon .
ENGINEERING GEOLOGY, 2008, 102 (1-2) :31-37
[24]   Mesoscopic Freeze-Thaw Damage Model of Residual Soil Using a Discrete-Element Method under a Laminated-Wall Flexible-Boundary Condition [J].
Que, Yun ;
Chen, Yining ;
Fu, Yuanshuai ;
Huang, Weifeng ;
Lin, Yiqian ;
Jiang, Zhenliang .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2025, 25 (03)
[25]   Stabilization of residual soil with rice husk ash and cement [J].
Basha, EA ;
Hashim, R ;
Mahmud, HB ;
Muntohar, AS .
CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (06) :448-453
[26]   Compaction, compression, and hydraulic characteristics of micaceous residual soil [J].
Gao, Haodong ;
Zhang, Xianwei ;
An, Ran ;
Wang, Gang ;
Liu, Xinyu ;
Lei, Xuewen .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 83 (02)
[27]   Collapsibility and Volume Change Behavior of Unsaturated Residual Soil [J].
Huat, Bujang B. K. ;
Ali, Faisal Hj. ;
Heng, Choong Foong .
PERTANIKA JOURNAL OF SCIENCE AND TECHNOLOGY, 2007, 15 (02) :85-94
[28]   Shear Strength of Unsaturated Malaysian Granitic Residual Soil [J].
Saffari, Pooya ;
Noor, Mohd Jamaludin Md ;
Ashaari, Yasmin ;
Asadi, Afshin .
JOURNAL OF TESTING AND EVALUATION, 2019, 47 (01) :640-653
[29]   NUMERICAL ANALYSES AND MONITORING PERFORMANCE OF RESIDUAL SOIL SLOPES [J].
Rahardjo, H. ;
Santoso, V. A. ;
Leong, E. C. ;
Ng, Y. S. ;
Hua, C. J. .
SOILS AND FOUNDATIONS, 2011, 51 (03) :471-482
[30]   ASSESSMENT OF RESIDUAL SOIL PROPERTIES FOR SLOPE STABILITY ANALYSIS [J].
Ullah, Rafi ;
Abdullah, Rini Asnida ;
Kassim, Azman ;
Yunus, Nor Zurairahetty Mohd ;
Sendo, Hiroshi .
INTERNATIONAL JOURNAL OF GEOMATE, 2021, 21 (86) :72-80