结构性土中圆柱孔扩张不排水解答及结构退化影响分析

doi:10.16183/j.cnki.jsjtu.2022.381

上海交通大学学报 ›› 2024, Vol. 58 ›› Issue (7): 1097-1107.doi: 10.16183/j.cnki.jsjtu.2022.381

结构性土中圆柱孔扩张不排水解答及结构退化影响分析

翟张辉¹, 张亚国²^,³(), 肖书雄², 李同录¹^,³

1.长安大学地质工程与测绘学院,西安 710054
2.长安大学建筑工程学院,西安 710054
3.黄土高原水循环与地质环境教育部野外科学观测研究站,甘肃正宁 745399

收稿日期:2022-09-29 修回日期:2023-03-06 接受日期:2023-03-09 出版日期:2024-07-28 发布日期:2024-07-26
通讯作者: 张亚国,副教授;E-mail:yaguozhang29@chd.edu.cn.
作者简介:翟张辉(1993-),博士生,现主要从事岩土工程贯入相关问题研究.
基金资助:
国家自然科学基金(41807242);国家自然科学基金(42072311);陕西省自然科学基金(2022JM-184);中央高校基本科研业务费专项基金(300102281202)

Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect

ZHAI Zhanghui¹, ZHANG Yaguo²^,³(), XIAO Shuxiong², LI Tonglu¹^,³

1. School of Geological Engineering and Surveying, Chang’an University, Xi’an 710054, China
2. School of Civil Engineering, Chang’an University, Xi’an 710054, China
3. Observation and Research Station of Water Cycle and Geological Environment for the Chinese Loess Plateau of the Ministry of Education, Zhengning 745399, Gansu, China

Received:2022-09-29 Revised:2023-03-06 Accepted:2023-03-09 Online:2024-07-28 Published:2024-07-26

摘要/Abstract

摘要：

圆孔扩张理论为桩基挤土位移预测和旁压试验结果分析等提供了理论依据,而现有解答中缺乏对土体结构影响的系统分析.基于考虑胶结作用的模型Cemented-CASM,推导了反映土体应力-应变关系的弹塑性刚度矩阵,在此基础上联立硬化法则和大应变理论,得到了不排水条件下结构性土中圆柱孔扩张问题的弹塑性解答.在不考虑土体结构性时,将退化解答与已有修正剑桥模型解答进行比较;在考虑结构性影响时,与旁压试验数值模拟结果比较,验证了解答的可靠性.通过参数分析说明了结构性及其退化对圆柱孔扩张过程的影响,结果表明:与重塑土相比,结构性土中扩孔引起的有效应力和孔隙水压力更大,而孔周塑性范围更小;随着结构的破坏,孔周土体表现出应变软化特征,径向应力随到孔壁距离的减小呈先增后减的变化趋势;土体结构完全破坏时,其有效应力与重塑土中趋于一致;土体结构性越强,相同扩孔压力或孔径变化下结构退化越快,软化特征越明显.

关键词: 岩土工程, 圆柱孔扩张, 弹塑性解答, 结构性土, 胶结作用, 应变软化

Abstract:

The cavity expansion theory provides a theoretical basis for the displacement prediction of the installed piles and the analysis of pressuremeter test results. However, there is a lack of systematic analysis of the influences of soil structure in the existing solutions. In this paper, based on the Cemented-CASM considering the cementation effect, an elastoplastic solution for the cylindrical cavity expansion under undrained condition was presented by deriving the elastic-plastic.pngfness matrix reflecting the soil stress-strain relationship in combination with the hardening laws and larger-strain theory. To verify the validation of the present solution, it was compared with the solution in Modified Cam Clay soils when ignoring the soil structure and compared with the numerical results of pressuremeter tests when the soil structure was considered. Parametric analyses were conducted to illustrate the effects of soil structure and destructuration on the cavity expansion process. The results show that the effective stresses and pore water pressure caused by the cavity expansion in structured soils are larger than those in reconstituted soils, while the plastic range around the cavity becomes smaller due to the soil structure. With the damage of the structure, the soil exhibits a strain softening behavior, while the radial stress increases and then decreases as the distance from the cavity wall decreases. When the soil structure is completely destroyed, the effective stresses around the cavity are consistent with those in the reconstituted soils. As the soil structure strengthens, destructuration become faster under the same variation in cavity expansion pressure or cavity radius, and the strain softening behavior becomes more pronounced.

Key words: geotechnical engineering, cylindrical cavity expansion, elastoplastic solution, structured soils, cementation effect, strain softening

中图分类号:

TU452

翟张辉, 张亚国, 肖书雄, 李同录. 结构性土中圆柱孔扩张不排水解答及结构退化影响分析[J]. 上海交通大学学报, 2024, 58(7): 1097-1107.

ZHAI Zhanghui, ZHANG Yaguo, XIAO Shuxiong, LI Tonglu. Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect[J]. Journal of Shanghai Jiao Tong University, 2024, 58(7): 1097-1107.

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参考文献 27

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R	σ'_h/kPa	σ'_v/kPa	p'₀/kPa	υ₀	u₀/kPa
1.2	100	160	168.4	2.06	100
3	120	120	360	1.97	100

参数	含义	取值
b₀	初始胶结量	0,0.2,0.4,0.6,0.8,1.0
α_t	抗拉强度相关参数	0,0.2,0.5
h₁/h₂	结构破坏速率参数	10/5,10/10

结构性土中圆柱孔扩张不排水解答及结构退化影响分析

Undrained Solution for Cylindrical Cavity Expansion in Structured Soils Incorporating Destructuration Effect

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