[1]童华炜 方晓填 刘柱辉 袁 杰*.含水量对珠三角软土时效变形特性影响试验分析与模型研究[J].西安建筑科技大学学报(自然科学版),2019,51(02):168-0176.[doi:10.15986/j.1006-7930.2019.02.003]
 TONG Huawei,FANG Xiaotian,LIU Zhuhui,et al.Experimental analysis and model study on the influence of water content on the aging deformation characteristics of soft soil in Pearl River delta[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2019,51(02):168-0176.[doi:10.15986/j.1006-7930.2019.02.003]
点击复制

含水量对珠三角软土时效变形特性影响试验分析与模型研究()
分享到:

西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
51
期数:
2019年02期
页码:
168-0176
栏目:
出版日期:
2019-04-28

文章信息/Info

Title:
Experimental analysis and model study on the influence of water content on the aging deformation characteristics of soft soil in Pearl River delta
文章编号:
201802018
作者:
童华炜1 方晓填1 刘柱辉2 袁 杰1*
(1、广州大学 土木工程学院 广东 广州 51000 6;2、中交(广州)铁道设计研究院有限公司 广东 广州 510290)
Author(s):
TONG Huawei1 FANG Xiaotian1 LIU Zhuhui2 YUAN Jie1
(1.School of Civil Engineering, Guangzhou University, Guangzhou 510006China 2.CCCC(Guangzhou) Railway Consultants CO.,LTD, Guangzhou 510290, China )
关键词:
珠江三角洲软土时效变形直剪蠕变含水量模型分析
Keywords:
The P earl R iver Delta soft soiltime-dependent deformationdirect shear creepwater contentmodel analysis
分类号:
TU411
DOI:
10.15986/j.1006-7930.2019.02.003
文献标志码:
A
摘要:
软土时效变形特性对于建筑物的稳定性有着重要影响。通过室内直剪蠕变试验,在相同试验条件下完成了5组不同含水量及不同应力水平试样时效变形特性的测试,获得了试样含水量与时效变形特性的关系,研究含水量对珠三角软土时效变形特性的影响。试验结果表明,该地区软土变形时效特性明显,含水量是影响软土时效变形特性的重要因素之一。采用五元件Kelvin模型和西原正夫模型对试验曲线进行拟合分析,两个模型在不同含水量、不同应力水平组合下的拟合与试验结果都具有良好的一致性,且两个模型拟合效果具有互补性。引入邓肯-张模型非线性E-v模型,使西原正夫模型在低含水量低荷载时的拟合效果显著提高。
Abstract:
The time-dependent deformation characteristic of soft soil has an important influence on the stability of the building. Through the direct shear creep test in laboratory , 5 groups of different water content and different stress levels of the sample time-dependent deformation character istics were tested under the same test conditions, the relationship between the water content of the specimen and the time-dependent deformation characteristics was obtained, and the effect of water content on the time-depent deformation characteristics of the soft soil in the Pearl River Delta was studied. The result s show that the obvious time-characteristic of the soft soil and the water content is one of the important factors affecting the time-dependent deformation characteristic of soft soil. The five component Kelvin model and Nishihara Masao model were used to analyze the experimental curves. The fitting and experimental results of the two models under different water content and different stress levels had good consistency, and the fitting effects of the two models were complementary. The nonlinear E-v model of Duncan - Chang model is introduced to improve the fitting effect of Nishihara Masao model at low water content and low load.

参考文献/References:

[1] . 岩土材料流变及其工程应用[M]. 北京:中国建筑工业出版社;1999:34.

SUN Jun. Rheology and Engineering Application of Geotechnical Materials [M]. Beijing: China Construction Industry Press; 1999:3-4.

[2] 赵明华, ,陈昌富. 软土流变特性的室内试验改进的西原模型[J]. 湖南大学学报:自然科学版,2004,31(1):4852.

ZHAO Minghua, Xiao Yan, Chen Changfu. Laboratory test and improved Xiyuan model for rheological properties of soft soil [J]. Journal of Hunan University: Natural Science Edition, 2004, 31 (1): 48-52.

[3] 赖玉明. 珠江三角洲海陆交互相沉积软土特性浅析[J]. 西部探矿工程, 2006,(7): 169-172.

LAI Yuming. Preliminary analysis of the characteristics of marine-terrestrial sedimentary soft soil in the Pearl River Delta [J]. Western prospecting project, 2006, (7): 169-172.

[4] 周晖. 珠江三角洲软土分布特征及成因的地质与水文环境分析[J]. 广东土木与建筑, 2014, (7): 36-38.

ZHOU Hui. Geological and hydrological environment analysis of soft soil distribution characteristics and causes in the Pearl River Delta [J]. Civil and Architecture of Guangdong, 2014, (7): 36-38.

[5] 王元战,王婷婷,王军.滨海软土非线性流变模型及其工程应用研究[J].岩土力学,2009,39(9):2679-2683.

WANG Yuanzhan, Wang Tingting, Wang Jun. Nonlinear rheological model of coastal soft soil and its engineering application [J].Geotechnical Mechanics, 2009,39(9): 2679-2683.

[6] 王志亮,黄景忠,杨夏红.考虑软土流变特性的沉降预测模型研究[J]岩土力学,2006,27(9):1567-1570.

WANG Zhiliang, Huang Jingzhong and Yang Xiahong. Settlement Prediction Model Considering Rheological Properties of soft soil [J] Geotechnical Mechanics, 2006, 27 (9): 1567-1570.

[7] 周德培.流变学原理及其在工程中的应用[M].成都:西南交通大学出版社,1995.

ZHOU Depei. Rheological principle and its application in engineering [M]. Chengdu: Southwest Jiaotong University Press, 1995.

[8] 袁杰. 流变相物质对软土流变特性影响实验与分析[D]. 广州:华南理工大学,2014.

YUAN Jie. Experiments and analysis of rheological properties of soft soil affected by rheological phase materials [D]. Guangzhou: South China University of Technology, 2014.

[9] 胡桂衔,房营光,袁杰.砂性土的蠕变性质影响试验研究[J],工程勘察:2012(12):8-11.

HU Guibian, Fang Yingguang, Yuan Jie. Experimental study on creep properties of sandy soil [J], Engineering Investigation: 2012 (12): 8-11.

[10] 赵建会,刘浪.基于坍落度的充填膏体流变特性研究[J],西安建筑科技大学学报(自然科学版),2015,26(2):192-198.

ZHAO Jianhui, Liu Lang. Rheological properties of filling paste based on slump [J], Journal of Xi’an University of Architectural Science and Technology (Natural Science Edition), 2015, 26 (2): 192-198.

[11] ,肖树芳. 结合水对海积软土流变性质的影响[J]. 吉林大学学报:地球科学版,2003,33(2):204207.

HE Jun, Xiao Shufang. Combined with the effect of water on rheological properties of marine soft soil [J]. Journal of Jilin University: Geoscience Edition, 2003, 33 (2): 204-207.

[12] 袁静, 龚晓南, 益德清. 岩土流变模型的比较研究[J]. 岩石力学与工程学报, 2001, 20 (6): 772-779.

YUAN Jing, Gong Xiaonan, Yideqing. A comparative study of georheological models [J]. Journal of Rock Mechanics and Engineering, 2001, 20 (6): 772-779.


备注/Memo

备注/Memo:
收稿日期:2018-02-09 修改稿日期:2019-03-08基金项目:广东省自然科学基金项目(2017A030313293); 广东省教育厅特色创新类项目(2016KTSCX108); 广州市科技计划项目(201801010250)第一作者:童华炜(1962—),男,教授,博士生导师,主要从事地基处理、施工技术方面的研究。E-mail: thw12345678@163.com
更新日期/Last Update: 2019-05-23