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石灰改性膨胀土击实曲线的双峰特性研究
引用本文:程钰,石名磊.石灰改性膨胀土击实曲线的双峰特性研究[J].岩土力学,2011,32(4):979-0983.
作者姓名:程钰  石名磊
作者单位:1. 高速公路养护技术交通行业重点实验室,济南,250031;山东省道路结构与材料重点实验室,济南,250031
2. 东南大学,岩土工程研究所,南京,210096
摘    要:膨胀土掺石灰改性之后,其粉粒组的含量显著增加.当采用湿法击实时,由于土体保持了原有的结构性并表现出粉土的特性,在某个较低含水率时,击实功没有超过破坏其结构性的程度,出现一个干密度峰值.随着含水率的增加,击实功破坏了土的结构性,土体重新压实,曲线出现了另一个大干密度的峰值.因此,击实曲线表现出不稳定的双峰现象,从而降低了...

关 键 词:膨胀土  消石灰  击实曲线  石灰改性
收稿时间:2009-11-26

Bimodal characters of compaction curve of lime treated expansive soil
CHENG Yu,SHI Ming-lei.Bimodal characters of compaction curve of lime treated expansive soil[J].Rock and Soil Mechanics,2011,32(4):979-0983.
Authors:CHENG Yu  SHI Ming-lei
Institution:1. Key Laboratory of Expressway Maintenance Technology, Ministry of Transport, Jinan 250031, China; 2. Key Laboratory for Road Structure and Materials of Shandong Province, Jinan 250031, China; 3. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
Abstract:Silt content increases significantly during the experiments of lime treated expansive soil.When the wet method is adopted,the soil maintains original structure and performances of silt features.If the water content at a lower level,the compaction power is lower than the structural damage and the compaction curve shows a dry density peak.With the increasing of water content,compaction power exceeds the structural damage and the compaction curve shows another dry density peak.Therefore,the compaction curves s...
Keywords:expansive soil  hydrated lime  compaction curve  lime treated  
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