›› 2009, Vol. 30 ›› Issue (2): 473-477.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on compression strength and modulus of deformation of cemented soil

LI Jian-jun 1, 2, LIANG Ren-wang1   

  1. 1. Taiyuan University of Technology, Taiyuan 030024, China; 2. North University of China, Taiyuan 030051, China
  • Received:2007-05-15 Online:2009-02-10 Published:2011-01-27

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Abstract:

The relationship between the compression strength of cemented soil samples and curing period, and the links of compression strengths of cube samples and prism samples are established by using a microcomputer-controlled electronic universal testing machine DWD-100. Furthermore, integrating the data derived from triaxial compression test, bending tests of the reinforced cemented soil beams and the published data of the field static loading test, it is simple and reasonable that using the compression strength of the prism to determine the modulus of deformation of cemented soil; and the formulation is presented.

Key words: cemented soil, compression strength, modulus of deformation, curing period

CLC Number: 

  • TU 432
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