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黄原胶改良黏土无侧限抗压强度及其加固机理研究
引用本文:魏世杰,杨宇,王梓,刘瑾,何承宗,张晨阳,李明阳. 黄原胶改良黏土无侧限抗压强度及其加固机理研究[J]. 河北工程大学学报(自然科学版), 2021, 38(2): 66-71
作者姓名:魏世杰  杨宇  王梓  刘瑾  何承宗  张晨阳  李明阳
作者单位:河海大学地球科学与工程学院,江苏南京 211100;浙江华东工程咨询有限公司,浙江杭州 311122
基金项目:江苏省自然资源科技项目(KJXM2019028);自然资源部国土(耕地)生态监测与修复工程技术创新中心开放课题(2020)
摘    要:采用天然黄原胶对黏土进行加固,通过一系列无侧限抗压强度试验,对不同养护时间和黄原胶掺量条件下改良黏土的无侧限抗压强度特性进行试验研究,并对其加固机理进行较为深入的分析.试验结果表明:黄原胶作为添加剂可以在很大程度上提高黏土的无侧限抗压强度;随着黄原胶掺量和养护时间的增加,改良黏土试样的抗压强度也随之增加,并最终趋于稳定...

关 键 词:黄原胶  黏土  养护时间  无侧限抗压强度  改良机理
收稿时间:2021-03-05

Study on Unconfined Compressive Strength and Strengthening Mechanism of Xanthan Gum Modified Clay
WEI Shijie,YANG Yu,WANG Zi,LIU Jin,HE Chengzhong,ZHANG Chenyang and LI Mingyang. Study on Unconfined Compressive Strength and Strengthening Mechanism of Xanthan Gum Modified Clay[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2021, 38(2): 66-71
Authors:WEI Shijie  YANG Yu  WANG Zi  LIU Jin  HE Chengzhong  ZHANG Chenyang  LI Mingyang
Affiliation:School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China,Zhejiang Huadong Engineering Consulting Co., Ltd, Hangzhou, Zhejiang 311122, China,School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China,School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China,School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China,School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China and School of Earth Sciences and Engineering, Hohai University, Nanjing, Jiangsu 211100, China
Abstract:The clay was strengthened with natural xanthan gum, and the unconfined compressive strength characteristics of improved clay under different curing time and xanthan gum content were studied through a series of unconfined compressive strength tests. And the reinforcement mechanism was analyzed deeply. The test results show that xanthan gum as an additive can improve the unconfined compressive strength of clay to a great extent, and the compressive strength of improved clay samples increases with the increase of xanthan gum content and time, and finally tends to be stable. The optimum content of xanthan gum to improve clay is 1.5%, and the best curing time is 14 days. When the curing time is 14 days, the strength of the improved clay samples containing 0.5%, 1.0%, 1.5% and 2.0% xanthan gum increase by 13.43%, 20.85%, 29.87% and 34.70% respectively. Xanthan gum matrix enhances the integrity and cohesion of soil samples by enhancing the cohesion of clay particles, so as to enhance the compressive strength of clay samples. The research results can provide a certain reference basis for the practical engineering application of clay strengthened with xanthan gum.
Keywords:xanthan gum  clay  curing time  unconfined compressive strength  improvement mechanism
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