Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil-Reference-Cited by-同舟云学术

Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil

Published:2013-05 Issue:5 Volume:139 Page:810-820
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Venda Oliveira Paulo J.¹,Correia António A. S.²,Garcia Mónica R.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Coimbra, R. Luís Reis Santos, 3030-788 Coimbra, Portugal (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Coimbra, R. Luís Reis Santos, 3030-788 Coimbra, Portugal.

3. Civil Engineer, R. da Liberdade, 97, 2000-345 Santarém, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000762

Reference48 articles.

1. Stabilising effects of different binders in some Swedish soils

2. Precompression design for secondary settlement reduction

3. ASTM. (1998). “Standard classification of soils for engineering purposes (Unified Soil Classification System).” D 2487 West Conshohoken PA.

4. British Standards Institution (BSI). (1990). “Methods of test for soils for civil engineering purposes—Part 3: Chemical and electro-chemical tests.” BS 1377-3 London.

5. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

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