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Frontiers of Architecture and Civil Engineering in China : Volume 11

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Parametric analysis and design equation of ultimate capacity for unstiffened overlapped CHS K-joints

Bending and rotational behaviour of semi-continuous composite beams

Stability analysis of large diameter thin-walled tube beam-columns

Vibration analysis of medium and small span bridges subjected to mixed marshalling freight trains

Dynamic test and finite element model updating of bridge structures based on ambient vibration

Improved genetic algorithm and its application to determination of critical slip surface with arbitrary shape in soil slope

Stress-strain relationship with soil structural parameters of collapse loess

Mechanical properties of stabilized artificial organic soil

Meshless numerical method based on tensor product

Soundscape of classical Chinese garden

Cracking resistance performance of super vertical-distance pumped SFRC

Stress-strain relationship of concrete in freeze-thaw environment

Frontiers of Architecture and Civil Engineering in China : Volume 2, Issue 1, March 2008

Frontiers of Architecture and Civil Engineering in China : Volume 1

Mechanical properties of stabilized artificial organic soil

Content Provider	Springer Nature Link
Author	Xu, Riqing Guo, Yin Liu, Zengyong
Copyright Year	2008
Abstract	In order to study the influence of organic matter on the mechanical properties of stabilized soil and the effect of XGL2005 on stabilizing organic soil, unconfined compressive strength tests were carried out. Test results indicated that the strength of stabilized soil decreased in the form of a logarithmic function as the organic matter content increased. In contrast, the strength increased in the form of a power function as the content of the stabilization agent increased. The strength of cement stabilized organic soil was reinforced greatly by adding the stabilizer XGL2005. Based on the law obtained from the test, a strength prediction model was established by regression analysis. The model included the influence of the curing time, the content of the cement, the organic matter content and the stabilization agent on the strength of stabilized soil.
Starting Page	161
Ending Page	165
Page Count	5
File Format	PDF
ISSN	16737407
Journal	Frontiers of Architecture and Civil Engineering in China
Volume Number	2
Issue Number	2
e-ISSN	16737512
Language	English
Publisher	SP Higher Education Press
Publisher Date	2008-05-28
Publisher Institution	Chinese Universities
Publisher Place	Heidelberg
Access Restriction	Subscribed
Subject Keyword	stabilized soil curing time unconfined compressive strength prediction model organic matter Cities, Countries, Regions Civil Engineering
Content Type	Text
Resource Type	Article
Subject	Architecture Civil and Structural Engineering

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Strength Properties and Prediction Model of Cement-Solidified Clay Considering Organic Matter and Curing Temperature

Unconfined compressive strength of clayey soils stabilized with waterborne polymer

Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay

Structural characteristics of cement-stabilized soil bases with 3D finite element method

Properties of stabilized peat by soil-cement column method.

Artificial Intelligence for Prediction of Physical and Mechanical Properties of Stabilized Soil for Affordable Housing

Multiple linear regression, artificial neural network, and fuzzy logic prediction of 28 days compressive strength of concrete

Prediction of strength development with curing time in sludge solidified by a new compound binder

Application of Scheffe's Theory to Develop Mathematical Prediction Model to Predict UCS for Hybrid Containing Organic Soil and POFA-OPC Additives

Mechanical properties of stabilized artificial organic soil

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Strength Properties and Prediction Model of Cement-Solidified Clay Considering Organic Matter and Curing Temperature

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Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay

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