Compaction and Volume Change Behavior of Embankment Soil

被引：0
|
作者：
Miller, Gerald A. [1 ]
机构：
[1] Univ Oklahoma, 202 W Boyd St,Rm 334, Norman, OK 73072 USA
来源：
PANAM UNSATURATED SOILS 2017: PLENARY PAPERS | 2018年 / 300期
关键词：
WETTING-INDUCED COLLAPSE; STRESS; SUCTION; CLAY; MODEL;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper examines the state of practice relative to soil compaction and volume change behavior related to settlement of embankment soils. Typical design practices and compaction specifications are discussed relative to construction of embankments for supporting building and highway infrastructure. Observations of behavior of compacted soil during constant water content compression and in response to wetting are discussed relative to typical compacted soil conditions. Finally, recommendations for improving the state of the practice for design and construction of compacted soil embankments are provided.
引用
收藏
页码：325 / 343
页数：19
相关论文
共 50 条
  • [1] Volume Change Behavior of Gypseous Soil
    Jha, Arvind Kumar
    Sivapullaiah, P. V.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (10)
  • [2] BEHAVIOR OF AN EMBANKMENT ON SWELLING SOIL
    SIMON, G
    WELTER, P
    [J]. PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1989, : 651 - 654
  • [3] Geotechnical parameters of soil, considering the effect of additional compaction of embankment
    Kumor, Lukasz Aleksander
    Kumor, Maciej Kordian
    Kopka, Monika
    [J]. PROCEEDINGS OF THE INTERNATIONAL SCIENTIFIC CONFERENCE TRANSPORTATION GEOTECHNICS AND GEOECOLOGY (TGG-2017), 2017, 189 : 291 - 297
  • [4] Effect of Dynamic Compaction on Red Sand Soil Filling Embankment
    Chen Chong
    [J]. MATERIALS, MECHANICAL ENGINEERING AND MANUFACTURE, PTS 1-3, 2013, 268-270 : 788 - 791
  • [5] Volume change behavior of an unsaturated soil - a numerical investigation
    Gui, M. W.
    Ketsu, S. S.
    Chen, C. H.
    Lu, C. W.
    [J]. COMPUTER METHODS AND RECENT ADVANCES IN GEOMECHANICS, 2015, : 529 - 534
  • [6] Volume change behavior of collapsible compacted gneiss soil
    Pereira, JHF
    Fredlund, DG
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (10) : 907 - 916
  • [7] Collapsibility and Volume Change Behavior of Unsaturated Residual Soil
    Huat, Bujang B. K.
    Ali, Faisal Hj.
    Heng, Choong Foong
    [J]. PERTANIKA JOURNAL OF SCIENCE AND TECHNOLOGY, 2007, 15 (02): : 85 - 94
  • [8] Experimental investigation of volume change behavior of swelling soil
    Al-Yaqoub, Thamer H.
    Parol, Jafarali
    Znidarcic, Dobroslav
    [J]. APPLIED CLAY SCIENCE, 2017, 137 : 22 - 29
  • [9] Changes in mechanical parameters of soil, considering the effect of additional compaction of embankment
    Kumor, Lukasz Aleksander
    Kumor, Maciej Kordian
    [J]. TRANSPORT RESEARCH ARENA TRA2016, 2016, 14 : 787 - 796
  • [10] Change in mechanical characteristics of embankment material by compaction control and its evaluation
    Yokohama, S.
    Miura, S.
    Matsumura, S.
    [J]. ADVANCES IN TRANSPORTATION GEOTECHNICS II, 2012, : 364 - 369
12345