Research on the optimization of proportions for synchronous grouting material in composite muck during shield tunneling
To tackle the challenge of onsite resource reuse of composite muck, which relies on a shield tunneling section in the case of Nanjing Metro Line 7, this paper examines the effects of component substitution and varying proportions of factors on slurry properties through laboratory tests and multiobje...
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| Vydané v: | Journal of cleaner production Ročník 484; s. 144320 |
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| Hlavní autori: | , , , , , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Elsevier Ltd
15.12.2024
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| ISSN: | 0959-6526 |
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| Abstract | To tackle the challenge of onsite resource reuse of composite muck, which relies on a shield tunneling section in the case of Nanjing Metro Line 7, this paper examines the effects of component substitution and varying proportions of factors on slurry properties through laboratory tests and multiobjective modeling. From a practical application perspective, the potential of using composite muck as a synchronous grouting material for shield tunneling was explored. In reference to the common mixed strata encountered in shield tunneling construction in the Nanjing area, a general slurry mixing ratio suitable for various mixed strata conditions was derived. The research results indicate the following optimized mixing ratios for the composite muck slurry: a water-to-binder (cement + fly ash) ratio of 0.76, a cement-to-fly ash ratio of 0.53, a binder-to-soil (silty clay + silty fine sand + river sand) ratio of 0.67, a clay (i.e., silty clay)-to-sand (i.e., silty fine sand + river sand) ratio of 0.4, and a substitution ratio (i.e., silty fine sand/silty fine sand + river sand) of 0.2. This slurry is feasible for practical applications and can reduce construction costs by 38.13%. The obtained general mixing ratio for the composite muck slurry, suitable for various mixed stratigraphic conditions, essentially meets onsite construction requirements (the bleeding rate is controlled within a low range of 1.1–3.1%, and the maximum compressive strength reaches up to 6.76 MPa at 28 days), with reasonable costs. It streamlines construction by eliminating the need for onsite screening of muck, allowing for the direct onsite reuse of composite muck in shield tunneling.
•The feasibility of using composite muck as a synchronous grouting material was systematically investigated.•The optimized mixing ratio for the slurry performance was obtained by the goal programming method.•The properties of stone bodies in the slurry were characterized from a microscopic perspective.•A general slurry mixing ratio suitable for various mixed stratigraphic conditions was established. |
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| AbstractList | To tackle the challenge of onsite resource reuse of composite muck, which relies on a shield tunneling section in the case of Nanjing Metro Line 7, this paper examines the effects of component substitution and varying proportions of factors on slurry properties through laboratory tests and multiobjective modeling. From a practical application perspective, the potential of using composite muck as a synchronous grouting material for shield tunneling was explored. In reference to the common mixed strata encountered in shield tunneling construction in the Nanjing area, a general slurry mixing ratio suitable for various mixed strata conditions was derived. The research results indicate the following optimized mixing ratios for the composite muck slurry: a water-to-binder (cement + fly ash) ratio of 0.76, a cement-to-fly ash ratio of 0.53, a binder-to-soil (silty clay + silty fine sand + river sand) ratio of 0.67, a clay (i.e., silty clay)-to-sand (i.e., silty fine sand + river sand) ratio of 0.4, and a substitution ratio (i.e., silty fine sand/silty fine sand + river sand) of 0.2. This slurry is feasible for practical applications and can reduce construction costs by 38.13%. The obtained general mixing ratio for the composite muck slurry, suitable for various mixed stratigraphic conditions, essentially meets onsite construction requirements (the bleeding rate is controlled within a low range of 1.1-3.1%, and the maximum compressive strength reaches up to 6.76 MPa at 28 days), with reasonable costs. It streamlines construction by eliminating the need for onsite screening of muck, allowing for the direct onsite reuse of composite muck in shield tunneling. To tackle the challenge of onsite resource reuse of composite muck, which relies on a shield tunneling section in the case of Nanjing Metro Line 7, this paper examines the effects of component substitution and varying proportions of factors on slurry properties through laboratory tests and multiobjective modeling. From a practical application perspective, the potential of using composite muck as a synchronous grouting material for shield tunneling was explored. In reference to the common mixed strata encountered in shield tunneling construction in the Nanjing area, a general slurry mixing ratio suitable for various mixed strata conditions was derived. The research results indicate the following optimized mixing ratios for the composite muck slurry: a water-to-binder (cement + fly ash) ratio of 0.76, a cement-to-fly ash ratio of 0.53, a binder-to-soil (silty clay + silty fine sand + river sand) ratio of 0.67, a clay (i.e., silty clay)-to-sand (i.e., silty fine sand + river sand) ratio of 0.4, and a substitution ratio (i.e., silty fine sand/silty fine sand + river sand) of 0.2. This slurry is feasible for practical applications and can reduce construction costs by 38.13%. The obtained general mixing ratio for the composite muck slurry, suitable for various mixed stratigraphic conditions, essentially meets onsite construction requirements (the bleeding rate is controlled within a low range of 1.1–3.1%, and the maximum compressive strength reaches up to 6.76 MPa at 28 days), with reasonable costs. It streamlines construction by eliminating the need for onsite screening of muck, allowing for the direct onsite reuse of composite muck in shield tunneling. •The feasibility of using composite muck as a synchronous grouting material was systematically investigated.•The optimized mixing ratio for the slurry performance was obtained by the goal programming method.•The properties of stone bodies in the slurry were characterized from a microscopic perspective.•A general slurry mixing ratio suitable for various mixed stratigraphic conditions was established. |
| ArticleNumber | 144320 |
| Author | Zhang, Jian Feng, Tugen Xu, Tao Xu, Jingmin Zhu, Cheng Wang, Xiaohu Kuang, Mengxiang |
| Author_xml | – sequence: 1 givenname: Jian surname: Zhang fullname: Zhang, Jian organization: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, No.1 Xikang Road, Nanjing, 210024, China – sequence: 2 givenname: Cheng surname: Zhu fullname: Zhu, Cheng organization: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, No.1 Xikang Road, Nanjing, 210024, China – sequence: 3 givenname: Mengxiang surname: Kuang fullname: Kuang, Mengxiang organization: Yangtze Ecology and Environment Co., Ltd, No.88 Sanyang Road, Wuhan, 430014, China – sequence: 4 givenname: Tao surname: Xu fullname: Xu, Tao email: taoxu@seu.edu.cn organization: Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 211189, China – sequence: 5 givenname: Xiaohu surname: Wang fullname: Wang, Xiaohu organization: China State Railway Investment Construction Group Co., Ltd, No.1 Chuangzhi Road, Nanjing, 210019, China – sequence: 6 givenname: Tugen surname: Feng fullname: Feng, Tugen email: fengtugen@hhu.edu.cn organization: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, No.1 Xikang Road, Nanjing, 210024, China – sequence: 7 givenname: Jingmin orcidid: 0000-0002-5814-247X surname: Xu fullname: Xu, Jingmin organization: Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 211189, China |
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| CitedBy_id | crossref_primary_10_1016_j_clema_2025_100341 crossref_primary_10_1016_j_istruc_2025_109561 crossref_primary_10_1016_j_conbuildmat_2025_143189 crossref_primary_10_1016_j_tust_2025_106587 crossref_primary_10_1016_j_cscm_2025_e04799 crossref_primary_10_1016_j_conbuildmat_2025_141428 crossref_primary_10_1016_j_jece_2025_117505 |
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| Keywords | Composite muck for shield tunneling Disposal of soil General mixing ratio Synchronous grouting material Multiobjective programming |
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| SubjectTerms | cement clay Composite muck for shield tunneling compression strength Disposal of soil fly ash General mixing ratio Multiobjective programming rivers sand silty clay soils slurries Synchronous grouting material |
| Title | Research on the optimization of proportions for synchronous grouting material in composite muck during shield tunneling |
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