岩土力学 ›› 2019, Vol. 40 ›› Issue (S1): 297-307.doi: 10.16285/j.rsm.2018.1415

• 岩土工程研究 • 上一篇    下一篇

SH材料加固夯筑遗址土耐久性试验及机理研究

和法国1, 2,吕燃1, 2,粟华忠1, 2,周瑾1, 2,张景科1, 2,王南1, 2   

  1. 1. 兰州大学 土木工程与力学学院,甘肃 兰州 730000;2. 兰州大学 西部灾害与环境力学教育部重点试验室,甘肃 兰州 730000
  • 收稿日期:2018-07-31 出版日期:2019-08-01 发布日期:2019-08-16
  • 通讯作者: 吕燃,男,1995年生,硕士研究生,从事地质工程与文物保护方面的研究。E-mail: lvran008@163.com E-mail: hefg03@lzu.cn
  • 作者简介:和法国,男,1980年生,博士,讲师,主要从事地质工程与文物保护方面的教学科研工作
  • 基金资助:
    国家自然科学基金项目(No.51578272)。

Durability test and reinforced mechanism on adding SH materials into soil of archaeological sites

HE Fa-guo1, 2, LÜ Ran1, 2, SU Hua-zhong1, 2, ZHOU Jin1, 2, ZHANG Jing-ke1, 2, WANG Nan1, 2   

  1. 1. College of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu 730000, China; 2. Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education of China, Lanzhou University, Lanzhou, Gansu 730000, China
  • Received:2018-07-31 Online:2019-08-01 Published:2019-08-16
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51578272).

摘要: 以添加SH材料加固的明长城古浪段夯筑遗址土为研究对象,对其重塑样进行紫外老化试验、冻融循环试验及耐盐、耐碱试验,研究其力学强度特征及耐久性能,并采用扫描电镜(SEM)、EDS能谱分析以及粒度分析研究SH材料加固夯筑遗址土的机理。试验结果表明,经紫外老化的SH固化后试样的无侧限抗压强度随老化时间增长呈先增后降,SH含量高的试样强度呈一直增长的趋势;随着冻融循环次数的增加,试样的无侧限抗压强度逐渐降低,质量损失率逐渐增加,其中SH固含量为0.8%的试样表现出极好的耐冻性能;相比素土,加固后的试样耐盐、耐碱性能明显有所提高。由机理分析得出,SH材料主要通过团聚、氢键、架桥和包裹等作用使土颗粒排列紧密、增强连接性,提高了遗址土的各种性能;SH材料加固夯筑遗址土具有良好的耐久性能。

关键词: SH材料, 土遗址, 加固, 耐久性, 机理分析

Abstract: Taking the soil of the Great Wall of Ming Dynasty at Gulang segment as the research object, its mechanical strength and durability are studied by adding polymer material SH into remodeling samples under ultraviolet aging, freeze-thaw cycle, and salt and alkali resistant tests. In addition, scanning electronic microscope(SEM), energy dispersive spectrum(EDS) analysis and grain size analysis are used to study the mechanism of rammed earthen sites reinforced by SH material. The results show that the unconfined compressive strength of the solidified sample after ultraviolet aging test often increased at first and then decreased with the aging time. However, when the solid content of SH is very high in the remodeling samples, the strength of reinforced sample showes continuous increase trend after UV-aged tests. With the increase in cycling of freeze-thaw test, the unconfined compressive strength of the sample gradually decreases, and the mass loss rate gradually increases. The sample with SH solid content of 0.8% shows excellent frost resistance performance. Compared with raw soil, the salt and alkali resistant performance of samples reinforced by SH materials are improved obviously. SH materials mainly make the soil particles closely arranged and strengthen the connectivity through agglomeration, hydrogen bonding, bridging and wrapping. Thus it improves various properties of the soil at archaeological sites. which has good durability.

Key words: SH material, earthen sites, reinforcement, durability, mechanism analysis

中图分类号: 

  • TU 411
[1] 童星, 袁静, 姜叶翔, 刘兴旺, 李瑛, . 基于Mindlin解的基坑分层卸荷附加应力计算 及回弹变形的多因素影响分析[J]. 岩土力学, 2020, 41(7): 2432-2440.
[2] 潘锐, 程桦, 王雷, 王凤云, 蔡毅, 曹广勇, 张朋, 张皓杰, . 巷道浅层破碎围岩锚注加固承载特性试验研究[J]. 岩土力学, 2020, 41(6): 1887-1898.
[3] 荣驰, 陈卫忠, 袁敬强, 张铮, 张毅, 张庆艳, 刘奇, . 新型水玻璃−酯类注浆材料及其固沙体特性研究[J]. 岩土力学, 2020, 41(6): 2034-2042.
[4] 张卢明, 周勇, 范刚, 蔡红雨, 董云. 强震作用下核安全级反倾层状软岩高陡边坡组合支挡结构抗震性能研究与加固效果评价[J]. 岩土力学, 2020, 41(5): 1740-1749.
[5] 谈云志, 柯睿, 陈君廉, 吴军, 邓永锋. 偏高岭土增强石灰-水泥固化淤泥的耐久性研究[J]. 岩土力学, 2020, 41(4): 1146-1152.
[6] 任连伟, 曹辉, 孔纲强. 试剂注入配合比对化学电渗法处治软黏土 加固效应对比研究[J]. 岩土力学, 2020, 41(4): 1219-1226.
[7] 芦苇, 赵冬, 李东波, 毛筱霏. 土遗址全长黏结式锚固系统动力响应解析方法[J]. 岩土力学, 2020, 41(4): 1377-1387.
[8] 陈贺, 张玉芳, 张新民, 魏少伟, . 高压注浆钢花管微型桩抗滑特性 足尺模型试验研究[J]. 岩土力学, 2020, 41(2): 428-436.
[9] 李剑, 陈善雄, 余飞, 姜领发, 戴张俊. 预应力锚索加固高陡边坡机制探讨[J]. 岩土力学, 2020, 41(2): 707-713.
[10] 史吏, 胡东东, 蔡袁强, 潘晓东, 孙宏磊, . 增压式真空预压吹填淤泥孔压 实时响应及加固机制初探[J]. 岩土力学, 2020, 41(1): 185-193.
[11] 肖瑶, 邓华锋, 李建林, 支永艳, 熊雨. 长期浸泡作用下灌浆加固裂隙岩体劣化效应[J]. 岩土力学, 2019, 40(S1): 143-151.
[12] 唐国艺, 刘智, 刘争宏, 唐立军, 于永堂, 姜文, . 低能级强夯在安哥拉Quelo砂中的应用[J]. 岩土力学, 2019, 40(S1): 203-209.
[13] 支永艳, 邓华锋, 肖瑶, 段玲玲, 蔡佳, 李建林. 微生物灌浆加固裂隙岩体的渗流特性分析[J]. 岩土力学, 2019, 40(S1): 237-244.
[14] 窦锦钟, 邵雪莹, 廖晨聪, 陈锦剑, . 不同夯点布置形式下群夯加固效果研究[J]. 岩土力学, 2019, 40(S1): 527-534.
[15] 王东星, 肖杰, 李丽华, 肖衡林, . 基于碳化-固化技术的武汉东湖淤泥 耐久性演变微观机制[J]. 岩土力学, 2019, 40(8): 3045-3053.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!