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滞洪区低路堤填料强度特性
引用本文:郭振宽,王海波,胡昕.滞洪区低路堤填料强度特性[J].建筑技术,2012,43(4):354-357.
作者姓名:郭振宽  王海波  胡昕
作者单位:1. 西北工业大学幼儿园,710072,西安
2. 南京林业大学土木工程学院,210037,南京
3. 中国电力工程顾问集团西北电力设计院,710032,西安
基金项目:江苏省交通科学研究计划项目,广东省交通厅科技项目
摘    要:S250高速公路滞洪区段分布有大量粉质粘土,粉质粘土作路堤填料必须进行固化改良,分别采用水泥、水泥-粉煤灰组合和水泥-石灰组合对粉质粘土进行固化改良,结合无侧限抗压强度试验,分析压实度、固化剂类型、固化剂掺量对改良土强度的影响,进而探讨了实际工程中路堤填料的改良及其填筑策略。

关 键 词:路堤  路堤填料  粉质粘土  改良土  无侧限抗压强度

STRENGTH PROPERTY OF IMPROVED SOILS OF LOW EMBANKMENT IN FLOOD RETARDING BASIN
GUO Zhen-kuan , WANG Hai-bo , HU Xin.STRENGTH PROPERTY OF IMPROVED SOILS OF LOW EMBANKMENT IN FLOOD RETARDING BASIN[J].Architecture Technology,2012,43(4):354-357.
Authors:GUO Zhen-kuan  WANG Hai-bo  HU Xin
Affiliation:1.Nursery School, Northwestern Polytechnical University, 710072, Xi'an, China; 2.College of Civil Engineering, Nanjing Forestry University, 210037, Nanjing, China; 3. Northwest Electric Power Design Institution, China Power Engineering Consulting Group Corporation, 710032, Xi'an, China)
Abstract:A mass of sub-clay distributes in the flood retarding basin of S250 Highway. The sub-clay which is used as embankment filler must be improved, three methods such as adding cement, cement-fly ash and cement-lime are adopted to improve the sub-clay. Based on unconfined compressive strength tests, influence of compactness, type of stabilizer and dosage of stabilizer on the compressive strength of improved soils is analyzed and then the strategies of improving sub-clay and embankment filling is discussed.
Keywords:embankment  embankment filler  silty clay  improved soil  unconfined compressive' str6ngth
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