钙质结核含量对钙质结核土压缩性缩尺效应影响研究

梁传扬; 吴跃东; 刘坚; 刘辉; 陈大硕; 林来贺

doi:10.11779/CJGE202212014

钙质结核含量对钙质结核土压缩性缩尺效应影响研究 English Version

梁传扬^{1, 2,},
吴跃东^{1, 2, ,},
刘坚^{1, 2},
刘辉^{1, 2},
陈大硕^{1, 2},
林来贺³

1.
河海大学岩土力学与堤防工程教育部重点实验室, 江苏南京 210024
2.
江苏省岩土工程研究中心, 江苏南京 210024
3.
福建省建筑设计研究院有限公司, 福建福州 350000

基金项目:

江苏省研究生科研与实践创新计划项目 KYCX19-0419

中央高校基本科研业务费项目 2019B73814

详细信息

作者简介:
梁传扬(1993—)，男，博士研究生，从事岩土工程特性与软基处理研究。E-mail: hhulcy@qq.com

通讯作者:
吴跃东, E-mail: hhuwyd@163.com

中图分类号: TU43
计量
- 文章访问数: 146
- HTML全文浏览量: 40
- PDF下载量: 23
出版历程
- 收稿日期: 2020-12-24
- 网络出版日期: 2022-12-13
- 刊出日期: 2022-11-30

Influences of calcareous nodule content on scale effects of compressibility of cohesive soil containing calcareous nodules

LIANG Chuan-yang^{1, 2,},
WU Yue-dong^{1, 2, ,},
LIU Jian^{1, 2},
LIU Hui^{1, 2},
CHEN Da-shuo^{1, 2},
LIN Lai-he³

1.
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China
2.
Geotechnical Engineering Research Center of Jiangsu Province, Nanjing 210024, China
3.
Fujian Provincial Institute of Architectural Design and Research Co., Ltd., Fuzhou 350000, China

摘要

摘要: 钙质结核土的大尺寸试样和缩尺试样在压缩性等物理力学性质上存在缩尺效应，其主要受土体中钙质结核含量和级配组成的影响。然而，现有研究关注更多的是土体的级配组成对缩尺效应的影响，而忽略了钙质结核含量的影响效果。为此探讨了钙质结核含量对钙质结核土压缩性缩尺效应的影响行为，并揭示了其作用机理。研究结果表明：土体压缩性缩尺效应与钙质结核含量之间呈现阶梯曲线的关系，主要归因于在相同的钙质结核含量下，缩尺试样中的钙质结核更容易形成骨架效应。基于此，提出了一种考虑钙质结核骨架效应的土样屈服应力和压缩指数的计算模型，以减少试样的缩尺效应的影响。该计算模型可为利用缩尺试样压缩试验结果来获得大尺寸样压缩性参数提供新途径，经验证，计算结果可靠。
- 钙质结核土 /
- 钙质结核含量 /
- 压缩性 /
- 缩尺效应 /
- 骨架效应
Abstract: The samples of cohesive soil containing calcareous nodules (CSCN) with large and corresponding scale sizes have scale effects on the physical and mechanical properties such as compressibility, which are mainly affected by the calcareous nodule content (CNC) and the gradation composition. However, the current researches pay more attention to the influences of the gradation composition on the scale effects, while ignoring those of the CNC. The influences of the CNC on the scale effects of compressibility of the CSCN are discussed, and the relevant mechanism is revealed. The results show that the correlation between the scale effects of compressibility and the CNC is a step curve, which is mainly due to the fact that the calcareous nodules in the samples with the scale size are easier to form the skeleton effects under the same CNC. Based on this, considering the skeleton effects of calcareous nodules, a model for calculating the yield stress and compression index of samples is proposed to reduce the scale effects of samples. The proposed model may provide a new approach to obtain the compressibility parameters of samples with a large size by using the compression test results of samples with the corresponding scale size, which is reliable.
- cohesive soil containing calcareous nodule /
- calcareous nodule content /
- compressibility /
- scale effect /
- skeleton effect

HTML全文

图 1 大型固结仪实物图

Figure 1. Photo of large-size oedometer

下载: 全尺寸图片幻灯片

图 2 钙质结核土的级配曲线

Figure 2. Grain-size distribution curves of samples of cohesive soil containing calcareous nodules

下载: 全尺寸图片幻灯片

图 3 钙质结核土大尺寸样和缩尺试样的压缩曲线

Figure 3. Compression curves of samples with large size and corresponding scaling size

下载: 全尺寸图片幻灯片

图 4 钙质结核土试样的屈服应力及其缩尺效应与钙质结核含量关系

Figure 4. Relationship between yield stress of samples and CNC

下载: 全尺寸图片幻灯片

图 5 钙质结核土试样的压缩指数及其缩尺效应与钙质结核含量关系

Figure 5. Relationship between compression index of samples and CNC

下载: 全尺寸图片幻灯片

图 6 钙质结核骨架效应形成示意图

Figure 6. Schematic diagram of skeleton effects formation of calcareous nodules

下载: 全尺寸图片幻灯片

图 7 试样压缩参数与钙质结核接触数关系

Figure 7. Relationship between compression parameters and contacts of calcareous nodules

下载: 全尺寸图片幻灯片

图 8 试样压缩参数的计算值和试验值比较

Figure 8. Comparison between calculated and measured compression parameters

下载: 全尺寸图片幻灯片

表 1 验证数据与模型计算参数

Table 1 Data and model parameters

钙质结核含量/%	接触数	${p_{{\text{c, 0}}}}$ /kPa	$\alpha$	${C_{{\text{c, 0}}}}$	$\beta$	屈服应力/kPa		压缩指数
钙质结核含量/%	接触数	${p_{{\text{c, 0}}}}$ /kPa	$\alpha$	${C_{{\text{c, 0}}}}$	$\beta$	计算值	试验值	计算值	试验值
5	21	49.6	0.0298	0.075	-0.0003	50.2	50.0	0.069	0.066
10	58					51.3	51.0	0.058	0.055
15	77					51.9	51.4	0.052	0.054
20	91					52.3	52.1	0.048	0.051

下载: 导出CSV

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