Determination of the compression modulus of soils from compression-test data for calculation of pile-foundation settlements: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Determination of the compression modulus of soils from compression-test data for calculation of pile-foundation settlements

Bakholdin, B. V. / Chashchikhina, L. P.

Abstract The compression moduli of clayey soils are usually assigned with very high correction factors. It is demonstrated that the basic reason for the need to correct these moduli is the requirement to account for the effect exerted by so-called leakage pressures on the skeleton of the soil specimens being tested. These leakage pressures develop due to the fact that consolidation filtration in soils is possible only when certain initial pressure gradients are attained.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Determination of the compression modulus of soils from compression-test data for calculation of pile-foundation settlements

Bakholdin, B. V. / Chashchikhina, L. P.

Abstract The compression moduli of clayey soils are usually assigned with very high correction factors. It is demonstrated that the basic reason for the need to correct these moduli is the requirement to account for the effect exerted by so-called leakage pressures on the skeleton of the soil specimens being tested. These leakage pressures develop due to the fact that consolidation filtration in soils is possible only when certain initial pressure gradients are attained.

Determination of the compression modulus of soils from compression-test data for calculation of pile-foundation settlements

Bakholdin, B. V. / Chashchikhina, L. P.

Abstract The compression moduli of clayey soils are usually assigned with very high correction factors. It is demonstrated that the basic reason for the need to correct these moduli is the requirement to account for the effect exerted by so-called leakage pressures on the skeleton of the soil specimens being tested. These leakage pressures develop due to the fact that consolidation filtration in soils is possible only when certain initial pressure gradients are attained.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Determination of the compression modulus of soils from compression-test data for calculation of pile-foundation settlements

Contributors:

Bakholdin, B. V. (author) / Chashchikhina, L. P. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 36

Publication date:

1999

ISSN:

DOI:

https://doi.org/10.1007/BF02471292

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Capillary Pressure , Void Ratio , Clayey Soil , Excess Pore Pressure , Compression Modulus

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

Similar titles

Determinations of the overall compression modulus of soils from test data

Pilyagin, A. V. | Online Contents | 2013

Determinations of the overall compression modulus of soils from test data

Pilyagin, A. V. | Online Contents | 2013

Determinations of the overall compression modulus of soils from test data

Pilyagin, A. V. | British Library Online Contents | 2013

Calculation of settlements of foundation soils considering creep

Yin, J. H. | British Library Conference Proceedings | 2003

Determination of foundation settlements with allowance for variation in compression modulus of clayey soil as function of stressed state

Dalmatov, B. I. / Chikishev, V. M. | Online Contents | 1984