Study on Loess Structure with Different Test Methods

SUN Ming － xiang; YANG Lei; FAN Yao － wu; SONG Hong － dong

PDF(1272 KB)

Journal of Railway Engineering Society ›› 2011, Vol. 28 ›› Issue (3) : 24-31.

Study on Loess Structure with Different Test Methods

SUN Ming － xiang，YANG Lei，FAN Yao － wu，SONG Hong － dong

Author information +

History +

Abstract

Research purposes: Loess is a special quaternary continental deposit with typical structural soil，and its special structure directly affects the characteristics of engineering mechanics of loess． With continuous developments of the economy and construction in China，the project quantity and scale in loess region increase day by day． The engineering accidents caused by the loess happens sometimes，so the study on the loess structure has a practical significance．

Research conclusions: ( 1) The change pressure affected the loess structure． The compaction arose by pressure made reduced the changeability of loess structure and the stability of structure increased． ( 2 ) The change water content affected the loess structure． The structural parameter reduced with the increasing of water content． At the same time，both have nearly relationship． The pressure was lower，the damage of loess structure is smaller． ( 3 ) Both of the pressure and water could cause the damage to the loess structure，but the damage level was different．

Key words

intact loess / disturbed loess / structure characteristics / structural parameter

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

SUN Ming － xiang, YANG Lei, FAN Yao － wu, et al. Study on Loess Structure with Different Test Methods[J]. Journal of Railway Engineering Society, 2011, 28(3): 24-31

References

［1］沈珠江．土体结构性的数学模型［J］．岩土工程学报，1996( 1) : 95 － 97．

Shen Zhujiang． The Mathematical Model of Soil Structural ［J］． Chinese Jounal of Geotechnical Engineering，1996( 1) : 95 － 97．

［2］谢定义，齐吉林．土结构性参数及其定量化参数研究的新途径［J］．岩土工程学报，1999( 6) : 651 － 656．

Xie Dingyi，Qi Jilin． Soil Structure Parameters and Their Quantitative Parameters of the New Approach［J］． Chinese Jounal of Geotechnical Engineering，1999( 6) : 651 － 656．

［3］谢定义，齐吉林，朱元林．土的结构性参数及其与变形－强度的关系［J］．水利学报，1999( 10) : 1 － 6．

Xie Dingyi，Qi Jilin，Zhu Yuanlin． Soil Structure Parameter and Its Relations to Deformation and Strength［J］． Jounal of Hydraulic Engineering，1999( 10) : 1 － 6．

［4］邵生俊，周飞飞，龙吉勇．原状黄土结构性及其定量化参数研究［J］．岩土工程学报，2004( 4) : 531 － 536．

Shao Shengjun，Zhou Feifei，Long Jiyong． Structural properties of loess and its quantitative parameter［J］．Chinese Jounal of Geotechnical Engineering，2004 ( 4) :531 － 536．

［5］ GB/T 50123—1999，土工试验方法标准［S］．

GB/T 50123—1999，Standard for Soil Test Method［S］．

［6］袁聚云，徐超，赵春风，等．土工试验与原位测试［M］．上海: 同济大学出版社，2004．

Yuan Juyun，Xu Chao，Zhao Chunfeng，etc． Soil Test and in Situ Testing ［M］． Shanghai: Tongji University Press，2004．

［7］ TB 10102—2004，铁路工程土工试验规程［S］．

TB 10102—2004，Code for Soil Test of Railway Engineering［S］．

［8］袁聚云．土工试验与原理［M］．上海: 同济大学出版社，2003．

Yuan Juyun． Soil Test and Principle［M］． Shanghai:Tongji University Press，2003．

［9］孙明祥，等．辽长铁路膨胀土路堑试验研究［J］．铁道勘察，2010( 6) : 52 － 55．

Sun Mingxiang，etc． Liao － Chang Railway Cutting Experimental Study of Expansive Soil［J］． Railway Investigation and Surveying，2010( 6) : 52 － 55．

［10］宋章，等．原状黄土的结构强度变形特性分析［J］．铁道工程学报，2007( 3) : 6 － 11．

Song Zhang，etc． Analysis of Structural Strength and Deformation Properties of Intact Loess［J］． Jounal of Railway Engineering Society，2007( 3) : 6 － 11．

［11］刘祖典．黄土力学与工程［M］．西安: 陕西科学技术出版社，1997．

Liu Zudian． Loess Mechanics and Engineering［M］．Xi＇an: Shanxi Science and Technology Publishing House，1997．