首页> 外文期刊>Engineering Geology >Compaction and strength characteristics of fly ash and fiber amended clayey soil
【24h】

Compaction and strength characteristics of fly ash and fiber amended clayey soil

机译:粉煤灰和纤维改性黏土的压实和强度特性

获取原文
获取原文并翻译 | 示例
           

摘要

An experimental program was undertaken to investigate the effects of discrete polypropylene fibers and Class C fly ash on the stress-strain and shear strength behavior of clayey soil. Two types of fiber (fibrillated polypropylene fiber and multifilament polypropylene fiber) in two different lengths (6.0 mm and 19.0 mm) and two fiber dosages (i.e. 0.5% and 1.0% by dry weight of soil) were considered. At first, compaction characteristics of the untreated soil and seven different fly ash-soil mixtures (2.5%, 5.0%, 7.5%, 10.0%, 15.0%, 20.0%, and 30.0% by dry weight of soil) were evaluated at standard compaction energy. Considering compaction characteristics, unconfined compression tests of untreated soil and five different fly ash-soil mixtures (5.0%, 10.0%, 15.0%, 20.0%, and 30.0% by dry weight of soil) were carried out after 1-, 7-, 14-, 28- and 90-day curing periods. According to the obtained test results, untreated soil and two different fly ash-soil mixtures (i.e. 10.0, and 30.0% by dry weight of soil) were mixed with fibrillated polypropylene fiber and multifilament polypropylene fiber in two different lengths and in two different fiber dosages, separately. A total of 17 different fiber-fly ash-soil mixtures were composed, and their unconfined compression tests were carried out after 28-day curing period. According to unconfined compression test results, 6 different fiber-fly ash-soil mixtures were selected for UU triaxial tests at the end of 28-day curing period. The obtained test results indicated that the effect of fly ash content on the stress-strain behavior is superior to the effect of fibers. The post-peak strength behavior is strongly affected by fiber type, length and dosage. The magnitude of the effect increases as the fly ash content increases. Inclusion of fiber alone without fly ash decreases unconfined compressive strength (UCS) of the compacted fiber-clay mixtures. On the other hand, when combined with fly ash, fiber inclusion increases UCS depending on fiber type, length and dosage. Moreover, for both fiber types and fiber lengths, the higher the dosage of fiber, the higher the UCS is. The increase in UCS becomes as much as 218% for 30% fly ash content and 1.0% 19 mm long fibrillated polypropylene fiber. (C) 2015 Elsevier B.V. All rights reserved.
机译:进行了一个实验程序,以研究离散聚丙烯纤维和C类粉煤灰对黏性土的应力应变和剪切强度行为的影响。考虑了两种类型的纤维(原纤化聚丙烯纤维和复丝聚丙烯纤维),它们具有两种不同的长度(6.0 mm和19.0 mm)和两种纤维用量(即土壤干重的0.5%和1.0%)。首先,以标准压实度评估未经处理的土壤和七种不同粉煤灰-土壤混合物(分别为土壤干重的2.5%,5.0%,7.5%,10.0%,15.0%,20.0%和30.0%)的压实特性。能源。考虑到压实特性,对未处理的土壤和五种不同的粉煤灰-土壤混合物(分别占土壤干重的5.0%,10.0%,15.0%,20.0%和30.0%)进行无侧限压缩试验,分别进行1、7-, 14、28和90天固化期。根据获得的测试结果,将未经处理的土壤和两种不同的粉煤灰-土壤混合物(即土壤干重的10.0和30.0%)与原纤化聚丙烯纤维和复丝聚丙烯纤维以两种不同的长度和两种不同的纤维用量混合,分别。总共组成了17种不同的纤维-粉煤灰-土壤混合物,并在固化28天后进行了无边压缩试验。根据无限制的压缩测试结果,在28天固化期结束时,选择了6种不同的纤维-粉煤灰-土壤混合物进行UU三轴测试。获得的测试结果表明,粉煤灰含量对应力-应变行为的影响优于纤维的影响。峰后强度行为受纤维类型,长度和剂量的强烈影响。随着飞灰含量的增加,影响的程度也增加。单独包含不含飞灰的纤维会降低压实的纤维-粘土混合物的无侧限抗压强度(UCS)。另一方面,当与粉煤灰结合使用时,取决于纤维类型,长度和用量,纤维夹杂物会增加UCS。此外,对于纤维类型和纤维长度,纤维用量越高,UCS越高。对于30%的粉煤灰含量和1.0%的19 mm长原纤化聚丙烯纤维,UCS的增加高达218%。 (C)2015 Elsevier B.V.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号