DISCUSSION ON THE FURTHER RESEARCH IN LOESS HYDROCOMPACTION

XU Ling; DAI Fu-chu

Volume 15 Issue 1

Mar. 2009

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Article Navigation > Journal of Geomechanics > 2009 > 15(1): 88-94, 104

MENG Yuan-lin, WANG Yue-chuan, LUO Xian-ying, et al., 2005. NUMERICAL MODELING OF THE ACCUMULATION-FORMING HISTORY OF THE KONGXI BURIED HILL,BOHAI GULF BASIN. Journal of Geomechanics, 11 (1): 11-18.

Citation:

XU Ling, DAI Fu-chu, 2009. DISCUSSION ON THE FURTHER RESEARCH IN LOESS HYDROCOMPACTION. Journal of Geomechanics, 15 (1): 88-94, 104.

MENG Yuan-lin, WANG Yue-chuan, LUO Xian-ying, et al., 2005. NUMERICAL MODELING OF THE ACCUMULATION-FORMING HISTORY OF THE KONGXI BURIED HILL,BOHAI GULF BASIN. Journal of Geomechanics, 11 (1): 11-18.

Citation:

XU Ling, DAI Fu-chu, 2009. DISCUSSION ON THE FURTHER RESEARCH IN LOESS HYDROCOMPACTION. Journal of Geomechanics, 15 (1): 88-94, 104.

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DISCUSSION ON THE FURTHER RESEARCH IN LOESS HYDROCOMPACTION

XU Ling,
DAI Fu-chu

Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China

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Abstract

Abstract

Loess hydrocompaction has been discussed for a long time.During the 1960s ~ 1980s, with the application of SEM and mineral analysis, the micro-structure theory of loess hydrocompaction was developed and improved, but it has rarely been used in engineering numerical analysis because it failed to supply related force stress parameters.Progress in soil engineering and soil mechanics makes it possible to find a new way to study the loess hydrocompaction.This paper discusses mechanical attribute of loess hydrocompaction and proposes a concept of generalized loess hydrocompaction.An analysis is made on some issues about study on hydrocompaction from the viewpoint of unsaturated soil mechanics, and finally a case study is given.
- loess hydrocompaction mechanisms,
- micro-structure,
- broad-hydrocompaction,
- unsaturated soil mechanics

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References

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