CALCULATION OF CONSOLIDATION COEFFICIENT WITH A GEOMETRIC PROGRESSION METHOD

Kuang Lehong; Xu Linrong; LüDawei; Niu Jiandong

doi:10.13204/j.gyjz200501015

Volume 35 Issue 1

Dec. 2014

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Abstract

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Liao Mingjin, Zhong Dongwang, Mo Jiyun, Duan Weidong, Zhu Yilin, Zhu Youlin. APPLICATIONS OF HOLISTIC HIDDEN STEEL FRAME SYSTEM IN REINFORCEMENT OF BRICK-CONCRETE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 182-185. doi: 10.13204/j.gyjz2001411036

Citation:

Kuang Lehong, Xu Linrong, LüDawei, Niu Jiandong. CALCULATION OF CONSOLIDATION COEFFICIENT WITH A GEOMETRIC PROGRESSION METHOD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 50-52. doi: 10.13204/j.gyjz200501015

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CALCULATION OF CONSOLIDATION COEFFICIENT WITH A GEOMETRIC PROGRESSION METHOD

doi: 10.13204/j.gyjz200501015

1.
School of Civil and Architecture Engineering,Central South Univer sity Changsha 410075

Received Date: 2004-08-28
Publish Date: 2005-01-20

Abstract

Abstract

Based on the exponential curve fitting method, a new method for calculating the consolidation coefficient-the geometric progression method was put forward.And based on the settlement observation curve of the trial embankment of an express railway on soft clay ground, two kinds of methods were compared and analyzed by calculating the consolidation coefficient.The results showed that the rule of va riation of consolidation coefficient calculated by the geometric progression met hod was clear, and it could avoid the influence of error brought by the exponen tial curve fitting method.The results of the geometric progression method and th e laboratory test belonged to the same order of magnitude.
- settlement observation,
- consolidation coefficient,
- exponential curve fitting method,
- geometric progression method

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References(8)

References

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