State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting

Author： Sultanov K.S.    

Publisher： Springer Publishing Company

ISSN： 0038-0741

Source： Soil Mechanics and Foundation Engineering, Vol.38, Iss.3, 2001-05, pp. : 80-86

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

Design of piles in soils prone to slump-type settlement

By Kozakov Yu.   Bulankin N.  

Soil Mechanics and Foundation Engineering, Vol. 50, Iss. 3, 2013-07 ,pp. : 97-101

Springer Publishing Company

Access to resources Recommend Favorite

Leveling the Tilts of a Tenement Building Founded on Loess Soils Prone to Slump-Type Settlement by Regular Wetting

By Abelev M.Y.   Krutov V.I.  

Soil Mechanics and Foundation Engineering, Vol. 37, Iss. 5, 2000-09 ,pp. : 159-164

Springer Publishing Company

Access to resources Recommend Favorite

Installation of Underground Stories on Fill Soils and Soil Prone to Slump-Type Settlement

By Krutov V.   Bagdasarov Yu.  

Soil Mechanics and Foundation Engineering, Vol. 42, Iss. 5, 2005-09 ,pp. : 178-184

Springer Publishing Company

Access to resources Recommend Favorite

Experience with Stabilization of Loess Soils Prone to Slump-Type Settlement in Volgodonsk

By Ibragimov M.  

Soil Mechanics and Foundation Engineering, Vol. 42, Iss. 6, 2005-11 ,pp. : 217-222

Springer Publishing Company

Access to resources Recommend Favorite

Proneness to slump-type settlement and slump-type settlements of clayey soils

By Grigoryan A.  

Soil Mechanics and Foundation Engineering, Vol. 47, Iss. 3, 2010-09 ,pp. : 108-112

Springer Publishing Company

Access to resources Recommend Favorite