Kazemi, M. (2010) Using Deep Soil Mixing Method for Stabilizing the Wake of the Collapse of the Soil. The 11th Conference of Construction and Project Management, Iran, 2010, 25-34.

has been cited by the following article:

• TITLE: Bearing Capacity Assessment of Collapsible Soils Improved by Deep Soil Mixing Using Finite Element Method

  AUTHORS: Pouya Kavandi, Alireza Firoozfar, Mohammad Amin Hemmati

  KEYWORDS: Collapsible Soil, Settlement, Deep Soil Mixing, Finite Element Method

  JOURNAL NAME: Open Journal of Geology, Vol.6 No.9, September 9, 2016

  ABSTRACT: Problematic soils usually cause considerable problems to engineering projects. As an example, soil structure collapse caused by moisture increment or rising underground water level results in huge settlements. This type of problematic soil, named collapsible soil, can cause dramatic problems and should be amended where exists. Today, the use of different techniques for soil reinforcement and soil improvement is widely used to treat soil properties. One of these methods is Deep Soil Mixing (DSM) method. This method becomes more important in the cases of studying and examining collapsible soils. In this research, the settlement of amended collapsible soils, applying deep soil mixing method, is examined. The experiments show that soil amendment using this method, well prevents the settlement of collapsible soils giving rise to bearing capacity.