The Improved Calculation Method of Collapsibility in Loess Foundation

Jul. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2001 > 15(3): 138-141

The Improved Calculation Method of Collapsibility in Loess Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 138-141.

Citation:

The Improved Calculation Method of Collapsibility in Loess Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 138-141.

The Improved Calculation Method of Collapsibility in Loess Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 138-141.

Citation:

The Improved Calculation Method of Collapsibility in Loess Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 138-141.

PDF( 297 KB)

The Improved Calculation Method of Collapsibility in Loess Foundation

Received Date: 2001-04-13
Available Online: 2021-07-29

Abstract

Abstract

The characteristics of collapsible loess soil are discussed.An improved method for calculating the collapsible deformation is proposed. This method has super practical meaning for designing the foundation of structure buildings.

FullText(HTML)

References(0)

References

Relative Articles

Supplements(0)

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (44) PDF downloads(6)

The Improved Calculation Method of Collapsibility in Loess Foundation

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

The Improved Calculation Method of Collapsibility in Loess Foundation

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Export File

Citation

Format

Content