Deep soil compaction as a method of ground improvement and to stabilization of wastes and slopes with danger of liquefaction, determining the modulus of deformation and shear strength parameters of loose rock

Author： Lersow M.  

Publisher： Elsevier

ISSN： 0956-053X

Source： Waste Management, Vol.21, Iss.2, 2001-04, pp. : 161-174

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

Influence of Agricultural Wastes on Shear Strength Properties of Soil

By  

MATEC Web of conference, Vol. 47, Iss. issue, 2016-04 ,pp. : 03018-03018

Edp Sciences

Access to resources Recommend Favorite

Low-cost alternatives to estimate unsaturated soil shear strength parameters

By  

E3S Web of conferences, Vol. 9, Iss. issue, 2016-09 ,pp. : 09007-09007

Edp Sciences

Access to resources Recommend Favorite

Utilization of Agricultural Wastes in Stabilization of Landfill Soil

By  

MATEC Web of conference, Vol. 15, Iss. issue, 2014-08 ,pp. : 01001-01001

Edp Sciences

Access to resources Recommend Favorite

Hereditary model of loose mined rock layer deformation in disintegrators

By  

E3S Web of conferences, Vol. 60, Iss. issue, 2018-10 ,pp. : 00033-00033

Edp Sciences

Access to resources Recommend Favorite

Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing

By  

E3S Web of conferences, Vol. 9, Iss. issue, 2016-09 ,pp. : 09013-09013

Edp Sciences

Access to resources Recommend Favorite