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Magnesium Salt Influenced Strength Behavior of Lime-Fly Ash Stabilized Fine Grained Soil

机译:镁盐影响了石灰 - 飞灰的强度行为稳定细粒土壤

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The fine grained soil subgrade in coastal areas has the characteristics of high underground water level and serious salinization, and the lime-fly ash stabilized soil (LFSS) often used as the road base material. In order to study the effect of magnesium salt on the material strength, 5?% MgCl2 solution was used to simulate the groundwater magnesium salt environment, and specimens with 7?d, 14?d, 28?d, 60?d and 90?d curing ages were tested in MgCl2 solution for 1?d, 5?d, 10?d, 15?d or 30?d. A controlled?test was also conducted in purified water. Strength mechanism of LFSS was analyzed; SEM test was taken; and the influence mechanism of MgCl2 medium was analyzed. The results showed that MgCl2 medium, immersing time, and curing age have effects on compressive strength of LFSS. More specifically, although the early strength is low, the strength of LFSS maintains slow and steady growth from 7?d to 90?d. Long-term immersing in both MgCl2 solution and purified water will reduce the strength of LFSS, while the strength of specimen immersed in MgCl2 solution will decrease faster. Reactions between MgCl2 and LFSS destroyed the original gels and crystals, causing a negative impact on the strength of LFSS. However, with the test dose of MgCl2, the reduced strength of LFSS can still satisfy the sub-base requirement of second-class highway in China.Author BiographiesZhirong JIA, Shandong University of TechnologySchool of Civil Engineering and Architecture, Shandong University of Technology;Dean of the CollegeLuxin FU, School of Transportation and Vehicle Engineering, Shandong University of TechnologySchool of Transportation and Vehicle Engineering, Shandong University of Technology;Graduate studentLizhi WANG, School of Transportation and Vehicle Engineering, Shandong University of TechnologySchool of Transportation and Vehicle Engineering, Shandong University of Technology;Graduate studentPDFPublished2020-02-27IssueVol 26 No 3 (2020): Materials ScienceSectionCONSTRUCTION MATERIALSCopyright terms are indicated in the Republic of Lithuania Law on Copyright and Related Rights, Articles 4-37.
机译:沿海地区的细粒土路基具有高地下水位和严重盐渍化的特点,以及耐石灰粉煤灰稳定的土壤(LFSS)通常用作道路基材。为了研究镁盐对材料强度的影响,使用5〜%MgCl 2溶液模拟地下水镁盐环境,以及7°D,14°D,28〜60?D和90的标本D固化衰老在MgCl 2溶液中测试1≤d,5≤d,10≤d,15≤d或30?d。一种受控的?测试也在纯水中进行。分析了LFSS的强度机制; SEM试验;分析了MgCl2培养基的影响机理。结果表明,MgCl2培养基,浸入时间和固化时期对LFSS的抗压强度有影响。更具体地说,尽管早期强度低,但LFS的强度保持缓慢且稳定增长,从7?D到90?D.在MgCl 2溶液中的长期浸入和纯净水将降低LFS的强度,而浸入MgCl 2溶液中的样品强度将减少更快。 MgCl2和LFSS之间的反应破坏了原始凝胶和晶体,对LFSS的强度产生负面影响。然而,随着MGCL2的测试剂量,LFSS的强度降低仍然可以满足中国二等公路的子基础要求。山东工程大学土木工程和建筑学大学的山东科技大学的奉献传记佳,山东理工大学;院长山东理工大学运输与车辆工程交通大学运输与车辆工程学院的大学学报;山东大学山东科技大学运输与车辆工程研究生Lizhi Wang作者:王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,王莹,福尔夫尔26号

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