相关实验视频
Updated: May 24, 2025

08:20
In Situ Soil Moisture Sensors in Undisturbed Soils
Published on: November 18, 2022
6.0K
在自然花岩残余土壤下卸载时湿行为的特征
Song Yin1, Jianing Huang2, Xinming Li1
1School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, 450007, Henan, China.
Scientific reports
|February 28, 2025
概括
挖掘和降雨加剧了土壤变形,特别是在花岩残土 (GRS) 中. 了解这些合效应对于更安全的地质工程和挖掘策略至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 环境地质技术 环境地质技术
背景情况:
- 基础坑挖掘导致土壤应力释放和变形.
- 降雨透增加了土壤的含水量,削弱了结合,导致湿变形.
- 关于卸载和湿对土壤行为的综合影响的研究有限,特别是在富含水的条件下.
研究的目的:
- 调查卸载和湿对自然花岩残土 (GRS) 变形行为的结合效应.
- 分析限制压力和和水平在这些组合条件下对土壤变形的影响.
主要方法:
- 在自然花岩残土 (GRS) 上使用三轴测试进行系统调查.
- 在卸载路径下分析应力-张力曲线.
- 评估垂直湿化变形与和水平的关系.
主要成果:
- 卸载和湿的相互作用显著放大了土壤变形,显示了对限制压力和和的非线性依赖.
- 花岩残土 (GRS) 在卸载时表现出应变硬化行为.
- 垂直湿变形随着和的增加而减少,异型湿变形明显,拉力变形超过压力变形.
结论:
- 卸载和湿的结合效应放大了土壤变形,在较高的限制压力下,异构性减少.
- 与线性模型相比,高压模型提供了更准确的湿变形预测.
- 这些发现提高了地质工程中挖掘策略的变形预测和风险管理.
相关概念视频
Porosity and Absorption of Aggregate
245
Aggregates contain pores of varying sizes; while some are completely enclosed within the particles, others open onto the surface, allowing water to penetrate. The porosity of aggregates is a major factor contributing to the overall porosity of concrete, given that aggregates constitute about three-quarters of concrete's volume.
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the...
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the...
245
Moisture Content and Bulking of Aggregate
129
The moisture content of aggregates is a crucial factor in construction, particularly in concrete mixing, as it influences the total water required in the mix. Moisture content represents the water coated on the exterior surface of the aggregate existing in a saturated and surface-dry condition. The total water content of a moist aggregate is the sum of its moisture content and water absorption.
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
129
Testing Water Quality
101
When the quality of water for concrete preparation is uncertain, its impact on the setting time of cement and compressive strength of mortar is assessed by comparison with de-ionized or distilled water benchmarks. American Society for Testing and Materials (ASTM) C1602 requires the setting times to be within 90 minutes of the control, British Standard (BS) 3146:1980 allows a 30-minute variance in the initial setting, while British Standards European Norm (BS EN) 1008 specifies initial setting...
101
Drying Shrinkage
65
When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
A portion of this drying shrinkage can be reversed; if the concrete is...
A portion of this drying shrinkage can be reversed; if the concrete is...
65
Mortar Properties
107
Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to...
107
Unsoundness of Aggregate due to Volume Change
93
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
93

