Effect of Lime Stabilized Soil Cushion on Strength Behaviour of Expansive Soil

ISSN： 0960-3182

Source： Geotechnical and Geological Engineering, Vol.28, Iss.6, 2010-11, pp. : 889-897

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Compressibility behaviour of lime-stabilized clay

By Rao Sudhakar Shivananda P.

Geotechnical and Geological Engineering, Vol. 23, Iss. 3, 2005-06 ,pp. : 309-319

Springer Publishing Company

Access to resources Recommend Favorite

Application of Artificial Intelligence to Maximum Dry Density and Unconfined Compressive Strength of Cement Stabilized Soil

By Das Sarat

Geotechnical and Geological Engineering, Vol. 29, Iss. 3, 2011-05 ,pp. : 329-342

Springer Publishing Company

Access to resources Recommend Favorite

Role of curing temperature in progress of lime-soil reactions

By Rao Sudhakar Shivananda P.

Geotechnical and Geological Engineering, Vol. 23, Iss. 1, 2005-02 ,pp. : 79-85

Springer Publishing Company

Access to resources Recommend Favorite

Compressibility and shear strength of a residual soil

By Mohamedzein Yahia Aboud Mohammed

Geotechnical and Geological Engineering, Vol. 24, Iss. 5, 2006-10 ,pp. : 1385-1401

Springer Publishing Company

Access to resources Recommend Favorite

Shear strength studies on soil-quarry dust mixtures

By Sridharan A. Soosan T. Jose Babu Abraham B.

Geotechnical and Geological Engineering, Vol. 24, Iss. 5, 2006-10 ,pp. : 1163-1179

Springer Publishing Company

Access to resources Recommend Favorite