A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect

The soil-rock mixture (S-RM) is widely applied in the geotechnical engineering due to its better mechanical properties. The shear strength, an essential aspect of S-RM which governs the stability and the deformation, is rather necessary to be revealed properly. The extraordinary issue of S-RM compar...

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Main Authors: Minghui Ren, Guangsi Zhao, Xianhao Qiu, Qinghua Xue, Meiting Chen
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/6509728
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author Minghui Ren
Guangsi Zhao
Xianhao Qiu
Qinghua Xue
Meiting Chen
author_facet Minghui Ren
Guangsi Zhao
Xianhao Qiu
Qinghua Xue
Meiting Chen
author_sort Minghui Ren
collection DOAJ
description The soil-rock mixture (S-RM) is widely applied in the geotechnical engineering due to its better mechanical properties. The shear strength, an essential aspect of S-RM which governs the stability and the deformation, is rather necessary to be revealed properly. The extraordinary issue of S-RM compared to fine-grained soils is the grain size effect on the strength analysis. This paper proposes a systematic method to obtain the realistic shear strength of S-RM by detecting the rock size effect. Firstly, based on fractal theory, the rock size was determined as 5 mm by the multifractal property of granular size distribution. Then, based on 2 selected specimen sizes combining the engineering dimension, shear gaps (T) effect and specimen size effect on the shear strength of S-RM have been investigated. It is shown that the gap of the direct shear test decides the physical mechanism of particles forming the shear resistance of S-RM based on the variation of apparent cohesion and mobilized internal friction angle. Specimen size effect is weakened by the gap effect considering the boundary effect. Realistic and stable shear strength parameters of S-RM have been researched by a reasonable gap (0.2–0.4D, where D is the largest particle size).
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id doaj-art-750fc19eb0ee4d5aa47fe02f50b7ef59
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-750fc19eb0ee4d5aa47fe02f50b7ef592025-02-03T05:44:29ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/65097286509728A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size EffectMinghui Ren0Guangsi Zhao1Xianhao Qiu2Qinghua Xue3Meiting Chen4State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, ChinaThe soil-rock mixture (S-RM) is widely applied in the geotechnical engineering due to its better mechanical properties. The shear strength, an essential aspect of S-RM which governs the stability and the deformation, is rather necessary to be revealed properly. The extraordinary issue of S-RM compared to fine-grained soils is the grain size effect on the strength analysis. This paper proposes a systematic method to obtain the realistic shear strength of S-RM by detecting the rock size effect. Firstly, based on fractal theory, the rock size was determined as 5 mm by the multifractal property of granular size distribution. Then, based on 2 selected specimen sizes combining the engineering dimension, shear gaps (T) effect and specimen size effect on the shear strength of S-RM have been investigated. It is shown that the gap of the direct shear test decides the physical mechanism of particles forming the shear resistance of S-RM based on the variation of apparent cohesion and mobilized internal friction angle. Specimen size effect is weakened by the gap effect considering the boundary effect. Realistic and stable shear strength parameters of S-RM have been researched by a reasonable gap (0.2–0.4D, where D is the largest particle size).http://dx.doi.org/10.1155/2018/6509728
spellingShingle Minghui Ren
Guangsi Zhao
Xianhao Qiu
Qinghua Xue
Meiting Chen
A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
Advances in Civil Engineering
title A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
title_full A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
title_fullStr A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
title_full_unstemmed A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
title_short A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
title_sort systematic method to evaluate the shear properties of soil rock mixture considering the rock size effect
url http://dx.doi.org/10.1155/2018/6509728
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