岩土力学 ›› 2019, Vol. 40 ›› Issue (11): 4439-4449.doi: 10.16285/j.rsm.2018.2307

• 基础理论与实验研究 • 上一篇    下一篇

城市污泥新型固化技术及其力学特性

杨爱武1, 2,胡垚3,杨少坤2   

  1. 1. 东华大学 环境科学与工程学院,上海 201620;2. 天津城建大学 土木工程学院,天津 300384; 3. 天津大学 建筑工程学院,天津 300350
  • 收稿日期:2018-12-24 出版日期:2019-11-11 发布日期:2019-12-01
  • 通讯作者: 胡垚,男,1994年生,博士研究生,从事软土力学性质及隧道施工土体变形特性研究。E-mail: huyao@tju.edu.cn E-mail: tulilab@163.com
  • 作者简介:杨爱武,男,1971年生,博士,教授,从事软黏土力学性质及土体微观结构研究。
  • 基金资助:
    国家自然科学基金项目(No. 41372291);天津市科技计划项目(No. 2016CJ01,No. 19JCZDJC39700)。

New solidification technology and mechanical properties of municipal sludge

YANG Ai-wu1, 2, HU Yao3, YANG Shao-kun2   

  1. 1. College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China; 2. school of Civil Engineering, Tianjin Chengjian University, Tianjin 300384, China; 3. School of Civil Engineering, Tianjin University, Tianjin, 300350, China
  • Received:2018-12-24 Online:2019-11-11 Published:2019-12-01
  • Supported by:
    The work was supported by the National Natural Science Foundation of China (NSFC) (41372291) and Tianjin Science and Technology Project (2016CJ01, 19JCZDJC39700)

摘要: 我国城市污泥产量巨大,如果得不到妥善处理将会严重影响环境综合治理。为了研究一种高效、资源、稳定的城市污泥处理技术,对城市污泥先进行生石灰消化处理,再通过正交试验,以无侧限抗压强度为指标,优选出生石灰、原料土、城市污泥、固化剂等的最佳配比,配制成一种新型城市污泥固化土,并对其力学特性进行试验研究。试验结果表明:研制的新型城市污泥固化剂固化处理城市污泥效果很好,重金属浸出量满足国家规范要求,污泥固化土强度随着养护龄期的增加而增大,且28 d后慢慢趋于相对稳定,碱性对强度有促进作用,建议固化土初始配制含水率最高控制在45%~50%之间。三轴剪切试验得到的应力峰值和结构屈服应力随着围压和养护龄期的增大而增大,环剪试验得到的残余强度与养护龄期及有效法向应力成正比,与剪切位移成反比。

关键词: 城市污泥, 固化技术, 无侧抗压强度, 剪切强度

Abstract: Municipal sludge production in China is huge, and will seriously affect the comprehensive management of the environment if not handled properly. To investigate an efficient, resourceful and stable municipal sludge treatment technology, in this study, the municipal sludge is first subjected to quicklime digestion treatment, and then orthogonal test. Taking the unconfined compressive strength as the index, the optimum ratio of raw lime, soil, municipal sludge and curing agent are selected. Using this ratio, a new type of municipal sludge solidified soil is prepared and its mechanical properties are discussed. The test results show that the new municipal sludge curing agent has a good effect on the treatment of municipal sludge and the heavy metals leaching amount meets the national standard requirements. The strength of sludge solidified soil increases with the increase of curing age, and it tends to be relatively stable after 28 days. In addition, alkali has a promoting effect on the strength, and it is suggested that the initial formulation of the solidified soil is controlled to be between 45% and 50%. Furthermore, in the triaxial shear test, the stress peak and structural yield stress increase with the increase of confining pressure and curing age. In the ring shear test, the residual strength is proportional to the curing age and effective normal stress, and inversely proportional to the shear displacement.

Key words: municipal sludge, solidified technology, unconfined compressive strength, shear strength

中图分类号: 

  • TU 992.3
[1] 樊科伟, 刘斯宏, 廖洁, 方斌昕, 王建磊, . 袋装石土工袋剪切力学特性试验研究[J]. 岩土力学, 2020, 41(2): 477-484.
[2] 李新明, 孔令伟, 郭爱国, . 南阳原状膨胀土不排水剪切性状时效性试验研究[J]. 岩土力学, 2019, 40(8): 2947-2955.
[3] 张强, 李小春, 周英博, 石露, 白冰, . 高压孔隙CO2/水作用下完整四川三叠系 砂岩剪切特性的试验研究[J]. 岩土力学, 2019, 40(8): 3028-3036.
[4] 李书兆, 王忠畅, 贾 旭, 贺林林, . 软黏土中张紧式吸力锚循环承载力简化计算方法[J]. 岩土力学, 2019, 40(5): 1704-1712.
[5] 李新明, 孔令伟, 郭爱国, . 卸荷损伤原状膨胀土剪切力学特性试验研究[J]. 岩土力学, 2019, 40(12): 4685-4692.
[6] 杨爱武,胡 垚. 新型城市污泥固化土工程特性及微观机理[J]. , 2018, 39(S1): 69-78.
[7] 范 宁,年廷凯,赵 维,鲁 双,宋 雷,印 萍,. 海底泥流的流变试验及强度模型[J]. , 2018, 39(9): 3195-3202.
[8] 陈 琛,冷伍明,杨 奇,金子豪,聂如松,邱 鋆,. 混凝土桩-泥皮-砂土接触面力学特性试验研究[J]. , 2018, 39(7): 2461-2472.
[9] 陈 宾,周乐意,赵延林,王智超,晁代杰,贾古宁,. 干湿循环条件下红砂岩软弱夹层微结构与剪切强度的关联性[J]. , 2018, 39(5): 1633-1642.
[10] 孙德安,张乾越,张 龙,朱赞成,. 高庙子膨润土强度时效性试验研究[J]. , 2018, 39(4): 1191-1196.
[11] 张妹珠,江 权,王雪亮,冯夏庭,钟 山,刘 畅, . 破裂大理岩锚注加固试样的三轴压缩试验及加固机制分析[J]. , 2018, 39(10): 3651-3660.
[12] 姚传芹,韦昌富,马田田,陈合龙,陈火东,. 孔隙溶液对膨胀土力学性质影响[J]. , 2017, 38(S2): 116-122.
[13] 程 允,韦昌富,牛 庚,. 干湿循环作用对岩溶区红黏土剪切强度的影响[J]. , 2017, 38(S2): 191-196.
[14] 任 松,邓高岭,吴建勋,陈 结. 石膏岩淡水浸泡软化试验研究[J]. , 2017, 38(4): 943-950.
[15] 葛云峰,陈 勇,王亮清,霍少磊,王昌硕,夏 丁,钟 鹏,. 基于点云数据对齐技术的岩体结构面三维吻合度求取[J]. , 2017, 38(11): 3385-3393.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!