线性加载下含砂垫层地基固结分析

doi:10.16285/j.rsm.2019.0401

岩土力学 ›› 2020, Vol. 41 ›› Issue (2): 461-468.doi: 10.16285/j.rsm.2019.0401

线性加载下含砂垫层地基固结分析

蒙宇涵^{1, 2, 3}，张必胜⁴，陈征⁵，梅国雄^{1, 2, 3}

1. 广西大学工程防灾与结构安全教育部重点实验室，广西南宁 530004； 2. 广西大学广西防灾减灾与工程安全重点实验室，广西南宁 530004； 3. 广西大学土木建筑工程学院，广西南宁 530004；4. 江苏建筑工程质量检测中心有限公司，江苏南京 210028； 5. 武汉大学水工岩石力学教育部重点实验室，湖北武汉 430072

收稿日期:2019-02-22 修回日期:2019-05-08 出版日期:2020-02-11 发布日期:2020-02-08
通讯作者: 陈征，男，1989年生，博士研究生，主要从事固结理论方面的研究工作。E-mail: geozhengchen@gmail.com E-mail:mengyuhan@st.gxu.edu.cn
作者简介:蒙宇涵，男，1993年生，硕士研究生，主要从事软土地基固结理论方面的研究。
基金资助:
国家自然科学基金（No. 51578164，No. 41672296，No. 51878185）；广西自然科学基金创新研究团队项目（No. 2016GXNSFGA380008）；长江学者（No. T2014273）；八桂学者（No. 2016A31）；中国国家留学基金（No. 201906660001）。

Consolidation analysis of foundation with sand blankets under ramp loading

MENG Yu-han^{1, 2, 3}, ZHANG Bi-sheng⁴, CHEN Zheng⁵, MEI Guo-xiong^{1, 2, 3}

1. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, Guangxi 530004, China; 2. Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning, Guangxi 530004, China; 3. College of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi 530004, China; 4. Jiangsu Testing Center for Quality of Construction Engineering, Nanjing, Jiangsu 210028, China; 5. Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education, Wuhan University, Wuhan, Hubei 430072, China

Received:2019-02-22 Revised:2019-05-08 Online:2020-02-11 Published:2020-02-08
Supported by:
This work was supported by the National Natural Science Foundation of China (51578164, 41672296, 51878185), the Innovative Research Team Program of Guangxi Natural Science Foundation (2016GXNSFGA380008), the Changjiang Scholars Program of the Ministry of Education of China (T2014273), the Bagui Scholars Program (2016A31) and the China Scholarship Council (CSC) (201906660001).

摘要/Abstract

摘要： 针对含水平排水砂垫层地基的固结问题，建立了线性加载下夹砂垫层地基的二维固结模型，并通过边界转换法、积分变换法给出了相应的半解析解。在通过对解答的退化以及数值法验证半解析解正确性的基础上，分析了砂垫层与地基土的几何及物理参数对地基固结的影响。研究表明：对于地基土，地基固结速率随土体水平渗透系数增大而提高，随地基宽度的增大而降低；对于砂垫层，固结速率随砂垫层厚度、水平渗透系数的增大而提高；对于外荷载，加荷速率越快，孔压达到峰值所需时间也越短，地基固结速率亦随之提高。此外，以地基顶面砂垫层为例，综合考虑砂垫层的渗透系数与厚度对砂垫层透水性的影响，当组合参数时（、、、分别为砂垫层厚度、水平渗透系数、土体宽度和竖向渗透系数），砂垫层近似为完全排水边界。

关键词: 砂垫层, 二维固结, 线性加荷, 边界转换法, 半解析解

Abstract: Aiming at the consolidation of foundation with the horizontal sand blankets, a two-dimensional consolidation model under ramp loading was established, and the corresponding semi-analytical solution was obtained using boundary transform method. Based on this solution, the effects of geometric and physical parameters of sand blankets and ground soil on the consolidation subjected to ramp loading was analyzed. The results show that the consolidation rate increases with the increase of horizontal permeability coefficient but decreases with the increase of foundation width for the soil. For sand blankets, the consolidation rate increases with the increase of sand blankets thickness and horizontal permeability coefficient. In addition, for the external loads, the faster the loading rate, the shorter the time required for the pore pressure to reach the peak value, and the higher the consolidation rate of the foundation. Lastly, the influence of horizontal permeability coefficient and thickness on the permeability of the sand blankets was considered comprehensively. When the boundary condition of the interface of sand blanket and soil foundation is close to the full drainage boundary condition, the parameter needs to be greater than 200 ( is the thickness of the sand blankets, and is the horizontal permeability coefficient of the sand blankets, is the width of soil foundation, and is the vertical permeability coefficient of soil foundation).

Key words: sand blankets, two-dimensional consolidation, ramp loading, boundary transform method, semi-analytical solution

中图分类号: TU 449

蒙宇涵, 张必胜, 陈征, 梅国雄, . 线性加载下含砂垫层地基固结分析[J]. 岩土力学, 2020, 41(2): 461-468.

MENG Yu-han, ZHANG Bi-sheng, CHEN Zheng, MEI Guo-xiong, . Consolidation analysis of foundation with sand blankets under ramp loading[J]. Rock and Soil Mechanics, 2020, 41(2): 461-468.

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线性加载下含砂垫层地基固结分析

Consolidation analysis of foundation with sand blankets under ramp loading

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