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author:

Shen, Sheng (Shen, Sheng.) [1] (Scholars:沈圣) | Sun, Yu (Sun, Yu.) [2] | Wang, Yao (Wang, Yao.) [3] | Jiang, Shaofei (Jiang, Shaofei.) [4] (Scholars:姜绍飞) | Zhang, Ying (Zhang, Ying.) [5] | Fu, Xufeng (Fu, Xufeng.) [6] | Wang, Ming (Wang, Ming.) [7]

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Abstract:

Due to the low strength and poor durability of plain soil, and the roughly⁃ estimated proportion of modified materials determined from craftsman’ s experience, the surface of rammed earth (RE) is always susceptible to cracking and spalling. Hence, the mix proportion of modified RE (MRE) shall be designed based on the parameters of actual soil and reasonable testing method. Most existing studies are limited to obtaining a single performance index⁃based optimum mix proportion of MRE. However, the mix proportion of actual MRE shall be optimized by synchronously considering multiple mechanical and durability indexes, and meanwhile the relative importance of variables in different regions and climatic conditions shall be evaluated. Furthermore, in the existing researches, only the optimum group is determined from several predefined mix proportions, which is different from the optimum mix proportion within the preset content range of the modified material. In this work, a design method of determining the optimum mix proportion of MRE is proposed by combining the mechanical and durability performance indexes. The design method includes 1) selection principles of earth material and identification method of soil properties; 2) a multi⁃indexes⁃based comprehensive weighting method of MRE; 3) comparison and optimization of the mix proportion of modified MRE based on weighted score and regression analysis. The proposed method screens out the appropriate mix proportion of MRE by adjusting the index weight according to the varying importance of indexes. Through the optimized design, the optimum mix proportion of each modified material within the preset content range can be acquired. Based on the designed example, it is validated that the optimum mix proportion of MRE can indeed be determined by the proposed method. © 2024 Chinese Society of Civil Engineering. All rights reserved.

Keyword:

Design Durability Regression analysis Soils Soil testing

Community:

  • [ 1 ] [Shen, Sheng]Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Sun, Yu]Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Sun, Yu]Shanghai Construction Decoration Engineering Group Co., Ltd., Shanghai; 200040, China
  • [ 4 ] [Wang, Yao]CSCEC Strait Construction and Development Co., Ltd., Fuzhou; 350015, China
  • [ 5 ] [Jiang, Shaofei]Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Zhang, Ying]Fuzhou University, Fuzhou; 350108, China
  • [ 7 ] [Fu, Xufeng]CSCEC Strait Construction and Development Co., Ltd., Fuzhou; 350015, China
  • [ 8 ] [Wang, Ming]CSCEC Strait Construction and Development Co., Ltd., Fuzhou; 350015, China

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Source :

China Civil Engineering Journal

ISSN: 1000-131X

CN: 11-2120/TU

Year: 2024

Issue: 5

Volume: 57

Page: 1-14

Cited Count:

WoS CC Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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