粉质黏土地层基坑渣土免烧砖配比及力学性能研究

doi:10.3973/j.issn.2096-4498.2020.S1.018

中国科学引文数据库（CSCD）来源期刊
中文核心期刊中文科技核心期刊
Scopus RCCSE中国核心学术期刊
美国EBSCO数据库俄罗斯《文摘杂志》
《日本科学技术振兴机构数据库（中国）》

隧道建设（中英文） ›› 2020, Vol. 40 ›› Issue (S1): 145-151.DOI: 10.3973/j.issn.2096-4498.2020.S1.018

粉质黏土地层基坑渣土免烧砖配比及力学性能研究

姚清松¹, 蔡坤坤^¹, 刘超¹, 令凡琳^{2, *}, 王树英²

（1. 中交第三航务工程局有限公司交建工程分公司，上海 200940；2. 中南大学土木工程学院，湖南长沙 410075）

出版日期:2020-08-30 发布日期:2020-09-15
作者简介:姚清松（1982—），男，江苏淮安人，2004年毕业于中南大学，工程项目管理专业，本科，高级工程师，现从事隧道施工与管理工作。E-mail： 45009338@qq.com。 *通信作者：令凡琳， Email： lotusling@csu.edu.cn。

Study on Proportioning and Mechanical Properties of Unfired Bricks Based on Foundation Pit Muck in Silty Clay Stratum

YAO Qingsong¹, CAI Kunkun^1, LIU Chao¹, LING Fanlin^{2, *}, WANG Shuying²

（1. Communications Engineering Construction Branch of CCCC Third Harbor Engineering Co., Ltd., Shanghai 200940, China; 2. School of Civil Engineering, Central South University, Changsha 410075, Hunan, China)

Online:2020-08-30 Published:2020-09-15

摘要/Abstract

摘要： 基坑开挖过程中会产生大量渣土，为降低基坑渣土堆积、外运等对城市环境的影响，有必要对基坑渣土进行免烧砖制作技术研究。依托杭州地铁10号线某工区，基于均匀试验方法，设计并开展以粉质黏土为主要原料、水泥为胶凝材料、细砂为级配增强材料制备渣土免烧砖的配比试验，通过对试验结果进行线性回归和单因素分析，探究各因素对试样耐水性和抗压强度的影响规律。研究结果表明：采用粉质黏土地层基坑渣土制备的免烧砖，其软化系数随水泥和细砂占比增加而增大； 7 d抗压强度和28 d抗压强度随水泥占比增加而增大，随秸秆纤维占比增加而减小。在采用较优材料配比时，制得免烧砖软化系数大于0.8，7 d及28 d抗压强度均大于10 MPa，达到JC/T 422—2007《非烧结垃圾尾矿砖》MU10等级要求。

关键词: 粉质黏土, 基坑渣土, 再利用, 免烧砖, 配比设计

Abstract:

In the excavation process of foundation pit, a large amount of muck is generated. In order to minimize the influence of muck accumulation and transportation generated by foundation pit excavation, the technology of manufacturing unfired bricks by foundation pit muck should be developed. Hence, the proportioning test on unfired bricks with silty clay as main raw material, cement as cementing material, and fine sand as grading reinforcing material is designed by uniform test method based on a test area of Hangzhou Metro Line 10. Through linear regression and singlefactor analysis of test results, the influence of various factors on the water resistance and compressive strength of the samples are investigated. The results show that: (1) The softening coefficient of unfired brick prepared by foundation pit muck in silty clay stratum increases with the rise of cement and fine sand proportion. (2) The 7day and 28day compressive strengths increase with the rise of cement proportion and decrease with the rise of straw fiber proportion. When the better material ratio is adopted, the softening coefficient of unfired bricks is greater than 0.8, the 7day and 28day compressive strengths are greater than 10 MPa.

Key words: silty clay, foundation pit muck, recycling, unfired brick, proportioning design

姚清松, 蔡坤坤, 刘超, 令凡琳, 王树英. 粉质黏土地层基坑渣土免烧砖配比及力学性能研究[J]. 隧道建设, 2020, 40(S1): 145-151.

YAO Qingsong, CAI Kunkun, LIU Chao, LING Fanlin, WANG Shuying. Study on Proportioning and Mechanical Properties of Unfired Bricks Based on Foundation Pit Muck in Silty Clay Stratum[J]. Tunnel Construction, 2020, 40(S1): 145-151.

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粉质黏土地层基坑渣土免烧砖配比及力学性能研究

Study on Proportioning and Mechanical Properties of Unfired Bricks Based on Foundation Pit Muck in Silty Clay Stratum

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