Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (3): 854-860.doi: 10.16285/j.rsm.2022.0488

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Deformation characteristics of undisturbed loess considering the change of intermediate principal stress

WANG Ze-chi1, SHAO Shuai1, 2, WEI Jun-zheng3, SHAO Sheng-jun1, 4, SHEN Xiao-jun5, WU Hao1   

  1. 1. Institute of Geo-engineering, Xi’an University of Technology, Xi’an, Shaanxi 710048, China; 2. Department of Architecture and Urban Planning, Xi’an University of Technology, Xi’an, Shaanxi 710048, China; 3. China Railway First Survey and Design Institute Group Co., Ltd., Xi’an, Shaanxi 710043, China; 4. Shaanxi Province Key Laboratory of Loess Mechanics and Engineering, Xi’an 710048, China; 5. Hanjiang-to-Weihe River Valley Water Diversion Project Construction Co., Ltd., Xi’an, Shaanxi 710000, China
  • Received:2022-04-12 Accepted:2022-05-06 Online:2023-03-21 Published:2023-03-24
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(52108342), the Shaanxi Province Natural Science Foundation Research Program-Hanjiang-Weihe Joint Fund Project (2019JLP-21, 2019JLZ-13), the Ph.D. Launch Fund of Xi’an University of Technology(107-451122001) and the Shaanxi Water Science and Technology Program(432021019).

Abstract: In order to study the deformation characteristics of the undisturbed loess considering the change of the intermediate principal stress under high confining pressure conditions, equal b and equal p (p is the spherical stress) shear tests with controlled consolidation confining pressure and medium principal b values were conducted on undisturbed loess using a true triaxial instrument of Xi’an University of Technology. The relationships between the principal strains under high confining pressure were given, and the influence law of the failure strain and different b-value stages was revealed under different high confining pressure conditions. The results show that under the condition of high confining pressure, 3 of all b-value stages is expansion deformation, b = 0.2 is the critical point of intermediate principal strain deformation; 0≤b<0.2 is the intermediate principal strain expansion deformation, and 0.2<b≤1.0 is the intermediate principal strain compression deformation. In the high confining pressure state, the influence of the b value on the strain is much greater than the influence of the confining pressure on the strain. The degree of influence of b-value increment on strain is defined as b-value sensitivity K(ε), and b-value sensitivities K(ε2), K(ε3) and K(εs) all present an increasing trend when b-value lies between 0 and 0.7, are less affected by change in b-value between 0.7 and 0.9, and most affected by change in b-value between 0.9 and 1.0. K(εv) mostly falls in the range of 0 to 5, indicating that the failure volumetric strains in intermediate principal stress stages are less affected by the change of b-value.

Key words: undisturbed loess, true triaxial test, coefficient of intermediate principal stress, strain

CLC Number: 

  • TU444
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