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不同荷载水平及速率下超软土水相核磁共振试验研究

李彰明 曾文秀 高美连

物理学报Issue(1):018202-1-018202-8,8.
物理学报Issue(1):018202-1-018202-8,8.DOI:10.7498/aps.63.018202

不同荷载水平及速率下超软土水相核磁共振试验研究

Nuclear magnetic resonance test and analysis on water phase of the ultra-soft soil under different load level and rate

李彰明 1曾文秀 1高美连2

作者信息

  • 1. 广东工业大学岩土工程研究所,广州 510006
  • 2. 上海纽迈电子科技有限公司,上海 200333
  • 折叠

摘要

Abstract

In large-scale constructions, more and more ultra-soft soil foundation treatments are faced. The treatment purpose is to discharge as much as possible the pore water in the soft soil and make it consolidated, so as to improve its physical and mechanical performances. The static and dynamic drainage consolidation method is tried to use high-energy impact and convert part of the combined water in the ultra-soft soil into free water, and thus achieve more water discharge and effective consolidation. However, it is unclear what level and rate of the impact load could cause the water phase to change. For this, based on the tests with different load level and rate for the ultra-soft soil under simulated engineering condition, water phase test of the soil by nuclear magnetic resonance (NMR) was carried out, in order to explore the rules or conditions under which the combined water in this ultra-soft soil could be converted into free water at typical load level and rate. Our main conclusion is that: (1) corresponding to the engineering usual load, true tri-axial test at low load rate and level (1.6 MPa/s , the 100 kPa), the combined water in the ultra-soft soil cannot be converted into free water; (2) corresponding to the condition of high-speed impact load (a3787 kPa load level per blow and a rate of 631.2 MPa/s) used in the static and dynamic drainage consolidation method, the combined water in the ultra-soft soil could be converted into free water;and the greater the total impact energy, the easier the conversion into free water;(3) the effect of constraint sample confining stiffness on the conversion of combined water to free water can be ignored.

关键词

荷载水平及速率/超软土/核磁共振试验/水相变化

Key words

load level and rate/ultra-soft soil/NMR test/water phase change

引用本文复制引用

李彰明,曾文秀,高美连..不同荷载水平及速率下超软土水相核磁共振试验研究[J].物理学报,2014,(1):018202-1-018202-8,8.

基金项目

国家自然科学基金(批准号:51178122)资助的课题.@@@@Project supported by the National Natural Science Foundation of China (Grant No.51178122) (批准号:51178122)

物理学报

OA北大核心CSCDCSTPCDSCI

1000-3290

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