冻融对AS型固化剂改良土工程特性的影响

王天亮; 张丽玲; 刘尧军; 卜建清

doi:10.3969/j.issn.1674-4764.2012.05.017

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冻融对AS型固化剂改良土工程特性的影响

更新时间：2023-11-28

- 冻融对AS型固化剂改良土工程特性的影响
- Influences on Engineering Properties of AS Firming Agent Modified Soil by Freeze-thaw Cycles
- 土木与环境工程学报（中英文） 2012年34卷第5期页码：109-115
- 作者机构：
  
  1. 石家庄铁道大学土木工程学院
  2. 道路与铁道工程安全保障省部共建教育部重点实验室,石家庄,050043
  3. 天大卓然设计院,石家庄,050040
- 作者简介：
- 基金信息：
  
  国家科技支撑计划(2012BAG05B00);国家自然科学基金项目(51178281、51208320)
- DOI：10.3969/j.issn.1674-4764.2012.05.017
  中图分类号：
- 纸质出版：2012
- 稿件说明：
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王天亮, 张丽玲, 刘尧军, 等. 冻融对AS型固化剂改良土工程特性的影响[J]. 土木与环境工程学报（中英文）, 2012,34(5):109-115.

WANG Tianliang, ZHANG Liling, LIU Yaojun, et al. Influences on Engineering Properties of AS Firming Agent Modified Soil by Freeze-thaw Cycles[J]. Journal of Civil and Environmental Engineering, 2012, 34(5): 109-115.
王天亮, 张丽玲, 刘尧军, 等. 冻融对AS型固化剂改良土工程特性的影响[J]. 土木与环境工程学报（中英文）, 2012,34(5):109-115. DOI： 10.3969/j.issn.1674-4764.2012.05.017.

WANG Tianliang, ZHANG Liling, LIU Yaojun, et al. Influences on Engineering Properties of AS Firming Agent Modified Soil by Freeze-thaw Cycles[J]. Journal of Civil and Environmental Engineering, 2012, 34(5): 109-115. DOI： 10.3969/j.issn.1674-4764.2012.05.017.

摘要

通过室内动静三轴试验，研究了Aught-Set(AS)型土壤固化剂改良土的抗冻融耐久性，分析了AS型固化剂改良土的应力应变关系、静强度、动模量和临界动应力与龄期、冻融次数以及冷却温度等影响因素的相互关系。结果表明，试样的7 d无侧限抗压强度达到28 d的75%；AS型固化剂改良土的应力应变关系为应变软化型曲线，呈脆性破坏形式；其静强度、临界动应力以及动回弹模量均随冻融次数增加呈指数形式衰减，且经历6次冻融后均趋于稳定；同一动应力水平下，冻融作用使得试样的累积塑性变形由变形稳定状态向变形破坏过渡；试样在经历多次冻融循环以后，负温越低对试样的力学特性影响越小。

Abstract

To study the freeze-thaw durability of Aught-Set(AS) firming agent modified soil

a series of triaxial tests were conducted. The mutual relationships between stress-strain relationship

static strength

dynamic modulus and critical dynamic stress of AS firming agent modified soil and curing time

freeze-thaw cycles

cooling temperature were deeply analyzed. The results show that the unconfined compressive strength of 7 d is 75% than that of 28 d. The stress-strain curves of AS firming-agent modified soil are strain-softening and in brittle failure shape. The static strength

critical dynamic stress and resilient modulus decrease in exponential form with the increase of freeze-thaw cycles

and after 6 cycles of freezing and thawing

the trend is stable. Under the same dynamic stress

the cumulative plastic strain of samples develop from stable state to failure because of freezing and thawing. After many times of freeze-thaw cycles

the lower the negative temperature

the little influence on the mechanic properties.

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