Research on HEC’s Hardening Effects on Topsoil in China’s Xinjiang Uygur Autonomous Region

Wei Lei; Guang Zhao Xu

doi:10.4028/www.scientific.net/AMR.788.611

Paper Titles

Damping Integrated Technology in Three Concentric Circles Stereoscopic Applications on Steel Arch Truss
p.594

The Stability Analysis on the Different Types of Single Layer Latticed Shell
p.598

Different Force Conditions on Nonlinear Finite Element Analysis of Small Concrete Hollow Block Wall with Failure Modes of Influence
p.602

The Research on the Influence of the Forms of Foundation on the Behavior of Adjacent Excavation Based on Building Materials
p.606

Research on HEC’s Hardening Effects on Topsoil in China’s Xinjiang Uygur Autonomous Region
p.611

Application of In Situ Direct Shear Test for Obtaining Soil Shear Strength Indexes in Projects
p.615

Study on Flexible Base Asphalt Pavement Design System Based on the Dynamic Modulus
p.619

Study on Engineering Materials with the Comparison and Discussion of Support Scheme in a Foundation Pit
p.623

Study on Soil Particle Size Distribution by Digital Image Processing
p.627

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Research on HEC’s Hardening Effects on Topsoil in China’s Xinjiang Uygur Autonomous Region

Abstract:

In order to solve the problems concerning water loss and soil erosion as well as affected soil stability caused by the construction of towering footing of electric transmission line in Chinas Xinjiang Uygur Autonomous Region, HEC, a new curing agent which is strong and highly water-resistant, is used in the process. In construction, samples acquired are used in some indoor experiments on intensity, air shrinkage, swelling, frost heaving and sluicing. Effects of the consolidated soil on site are observed during a hydrological year and the results show that the material is good enough for wide-spread promotion and application in areas with same conditions.