STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY

Ding Zhenzhou; Zheng Yingren; Li Lisheng

doi:10.13204/j.gyjz200603018

Volume 36 Issue 3

Dec. 2014

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Abstract

References

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Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

Citation:

Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

Citation:

Ding Zhenzhou, Zheng Yingren, Li Lisheng. STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 67-70. doi: 10.13204/j.gyjz200603018

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STUDY ON CONCEPT OF SWELLING FORCE AND ITS MOISTENING TRIAL REGULARITY

doi: 10.13204/j.gyjz200603018

1.
1 Department of Architecture Engineering,Logistic Engineering University Chongqing 400041;
2.
2 Branch of Aerodrome &Real Estate,Department of Air Force,Guangzhou District of Military Guangzhou 510052

Received Date: 2005-05-14
Publish Date: 2006-03-20

Abstract

Abstract

The concept of swelling force of expand soils was analyzed and it was pointed out that the swelling force described by Basic Nomenclature Standard of Geotechnical Engineering (GBPT 50279-98) was limit swelling force. The moistening trial to expansive soils sample was carried out and some valuable conclusion was drew that the moistening will come into being greater swelling forces at forepart and the inflexion comes forth to a certainty phase and then the relation approximates to linear,and that the relation is the non-linear negative correlativity of primary water content and the conversion swelling force. It was discussed that the influence factors on limit swelling force and it was indicated by trial that limit swelling force will decrease with increasing of primary water content for remolded soils sample with same dry density. And some representative trial regularity was made clear.
- expansive soil,
- swelling force,
- moistening trial,
- water content,
- dry density

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References(11)

References

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