• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

新型软土固化剂稳定性研究

Study on the Stabilization of a New Type of Waste Solidifying Agent for Soft Soil.

作者信息

Shen Jiansheng, Xu Yidong, Chen Jian, Wang Yao

机构信息

School of Civil Engineering and Architecture, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China.

School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 212000, China.

出版信息

Materials (Basel). 2019 Mar 11;12(5):826. doi: 10.3390/ma12050826.

DOI:10.3390/ma12050826
PMID:30862095
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6427296/
Abstract

The use of desulfurization gypsum and steel/furnace slag composite cementitious material (DGSC) to solidify soft soil can fully utilize industrial wastes, reduce cement use and protect natural resources. By studying the unconfined compressive strengths of DGSC-solidified soil with different mix ratios, water-binder ratios and curing periods, the influence of those factors on the unconfined compressive strength of the soil can be analyzed. Furthermore, the quasi-water-cement ratio is introduced to predict the strength of the DGSC-solidified soil. The results show that the higher the DGSC content is, the better its effect on the soft soil. The variation in the unconfined compressive strength of DGSC-solidified soil overtime can be described by the same trend as that of cement-solidified soil but its early strength is lower than that of cement-solidified soil. When the water-binder ratio of the DGSC-solidified soil is the same as that of the cement-solidified soil, after a28-day curing period, the content of DGSC is higher than that of the 5% cement content, so the DGSC solidification effect is comparable to that of cement. Therefore, using DGSC instead of cement as a soft soil solidifying agent can meet the strength requirements of solidified soil.

摘要

利用脱硫石膏与钢渣/炉渣复合胶凝材料(DGSC)固化软土能够充分利用工业废弃物,减少水泥用量并保护自然资源。通过研究不同配合比、水胶比和养护龄期的DGSC固化土的无侧限抗压强度,可分析这些因素对土的无侧限抗压强度的影响。此外,引入准水灰比来预测DGSC固化土的强度。结果表明,DGSC含量越高,其对软土的固化效果越好。DGSC固化土的无侧限抗压强度随时间的变化趋势与水泥固化土相同,但其早期强度低于水泥固化土。当DGSC固化土的水胶比与水泥固化土相同时,养护28天后,DGSC的含量高于5%水泥含量时的情况,因此DGSC的固化效果与水泥相当。所以,用DGSC代替水泥作为软土固化剂能够满足固化土的强度要求。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/e70e2ad1e3c6/materials-12-00826-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/bcd50b8875cc/materials-12-00826-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/42f2c8c88bbe/materials-12-00826-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/ae5f316c00ac/materials-12-00826-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/9c0a79484235/materials-12-00826-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/7af0110eb34e/materials-12-00826-g005a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/f4c09db13635/materials-12-00826-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/b2bcb34ba53c/materials-12-00826-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/7c5145b1ec2b/materials-12-00826-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/6d8b1671275d/materials-12-00826-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/e70e2ad1e3c6/materials-12-00826-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/bcd50b8875cc/materials-12-00826-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/42f2c8c88bbe/materials-12-00826-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/ae5f316c00ac/materials-12-00826-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/9c0a79484235/materials-12-00826-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/7af0110eb34e/materials-12-00826-g005a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/f4c09db13635/materials-12-00826-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/b2bcb34ba53c/materials-12-00826-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/7c5145b1ec2b/materials-12-00826-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/6d8b1671275d/materials-12-00826-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a3cf/6427296/e70e2ad1e3c6/materials-12-00826-g010.jpg

相似文献

1
Study on the Stabilization of a New Type of Waste Solidifying Agent for Soft Soil.新型软土固化剂稳定性研究
Materials (Basel). 2019 Mar 11;12(5):826. doi: 10.3390/ma12050826.
2
Study on the Performance and Solidification Mechanism of Multi-Source Solid-Waste-Based Soft Soil Solidification Materials.基于多源固体废弃物的软土固化材料性能及固化机理研究
Materials (Basel). 2023 Jun 21;16(13):4517. doi: 10.3390/ma16134517.
3
The Design of a Novel Alkali-Activated Binder for Solidifying Silty Soft Clay and the Study of Its Solidification Mechanism.一种用于固化粉质软黏土的新型碱激发胶凝材料的设计及其固化机理研究
Materials (Basel). 2024 May 7;17(10):2177. doi: 10.3390/ma17102177.
4
Strength and deformation characteristics of waste mud-solidified soil.废泥浆固化土的强度与变形特性
Sci Rep. 2024 Jul 23;14(1):16976. doi: 10.1038/s41598-024-67923-9.
5
Study on the Performance and Mechanism of Cement Solidified Desulfurization Manganese Residue.水泥固化脱硫锰渣的性能及机理研究
Materials (Basel). 2023 Jun 4;16(11):4184. doi: 10.3390/ma16114184.
6
Effect of Fiber Content on Mechanical Properties of Fiber-Reinforced CGF All-Solid-Waste Binder-Solidified Soil.纤维含量对纤维增强CGF全固废胶凝材料固化土力学性能的影响
Materials (Basel). 2024 Jan 12;17(2):388. doi: 10.3390/ma17020388.
7
Unconfined Compressive Strength of Cement-Stabilized Qiantang River Silty Clay.水泥稳定钱塘江粉质黏土的无侧限抗压强度
Materials (Basel). 2024 Feb 27;17(5):1082. doi: 10.3390/ma17051082.
8
Mechanical properties and microscopic mechanism of solid waste based binder solidified stone waste.基于固体废弃物的胶凝材料固化石粉的力学性能及微观机理
Sci Rep. 2024 Sep 9;14(1):20960. doi: 10.1038/s41598-024-72083-x.
9
Modified Lignin-Based Cement Solidifying Material for Improving Engineering Residual Soil.用于改良工程残积土的改性木质素基水泥固化材料
Materials (Basel). 2023 Nov 9;16(22):7100. doi: 10.3390/ma16227100.
10
Experimental Study on Solidification and Stabilization of Heavy-Metal-Contaminated Soil Using Cementitious Materials.利用胶凝材料对重金属污染土壤进行固化稳定化的实验研究。
Materials (Basel). 2021 Sep 1;14(17):4999. doi: 10.3390/ma14174999.

引用本文的文献

1
Strength and permeability performance of excavated waste mud stabilized with ternary industrial byproducts.三元工业副产品稳定化挖掘废弃泥浆的强度与渗透性能
Sci Rep. 2025 Aug 11;15(1):29441. doi: 10.1038/s41598-025-15197-0.
2
Comparison of the stabilized waste soil properties and stabilization mechanism of phosphogypsum-fly ash-steel slag based cement versus Portland cement.磷石膏-粉煤灰-钢渣基水泥与波特兰水泥稳定废土性能及稳定机理比较
PLoS One. 2025 Jun 3;20(6):e0318862. doi: 10.1371/journal.pone.0318862. eCollection 2025.
3
Experimental Study on Mechanical Properties of Recycled Aggregate Mixed Soil.

本文引用的文献

1
Steel slag in China: Treatment, recycling, and management.中国的钢渣:处理、回收与管理。
Waste Manag. 2018 Aug;78:318-330. doi: 10.1016/j.wasman.2018.04.045. Epub 2018 Jun 7.
再生骨料混合土力学性能试验研究
Materials (Basel). 2024 Sep 10;17(18):4448. doi: 10.3390/ma17184448.
4
Soil Injection Technology Using an Expandable Polyurethane Resin: A Review.使用可膨胀聚氨酯树脂的土壤注入技术:综述
Polymers (Basel). 2021 Oct 25;13(21):3666. doi: 10.3390/polym13213666.
5
Evaluation on the Mechanical Properties of Ground Granulated Blast Slag (GGBS) and Fly Ash Stabilized Soil via Geopolymer Process.基于地质聚合物工艺的磨细粒化高炉矿渣(GGBS)与粉煤灰稳定土力学性能评价
Materials (Basel). 2021 May 26;14(11):2833. doi: 10.3390/ma14112833.
6
Stabilization of a Clayey Soil with Ladle Metallurgy Furnace Slag Fines.用钢包精炼炉渣细粉稳定粘性土
Materials (Basel). 2020 Sep 24;13(19):4251. doi: 10.3390/ma13194251.