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

Author： Abelev M.Y.   Krutov V.I.  

Publisher： Springer Publishing Company

ISSN： 0038-0741

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

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

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

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

By Sultanov K.S.    

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

Springer Publishing Company

Access to resources Recommend Favorite

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

Computational Models of a System Comprising a Building and an Extremely Thick Loess Bed Prone to Slump-Type Settlement

By Mezherovskii V.A.  

Soil Mechanics and Foundation Engineering, Vol. 38, Iss. 5, 2001-09 ,pp. : 172-175

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