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作 者:张东红 汤浩杰 王洪卫 张超 李云鹏 朱月 ZHANG Donghong;TANG Haojie;WANG Hongwei;ZHANG Chao;LI Yunpeng;ZHU Yue(China Railway City Development and Investment Group Co.,Ltd.,Chengdu 610000,China;China Railway Ninth Bureau Group No.1 Construction Co.,Ltd.,Suzhou 215000,Jiangsu,China;School of Highway,Chang'an University,Xi'an 710064,China)
机构地区:[1]中铁城市发展投资集团有限公司,成都610000 [2]中铁九局集团第一建设有限公司,江苏苏州215000 [3]长安大学公路学院,西安710064
出 处:《路基工程》2024年第1期40-46,共7页Subgrade Engineering
基 金:新疆维吾尔自治区交通运输厅科技项目(2021-ZD-008)。
摘 要:基于新疆G577公路项目高含水率软黄土试验土样,采用室内模型试验和数值模拟的方法,进行地聚合物搅拌桩复合地基承载特性的试验研究。结果表明:地聚合物桩体可有效控制复合地基沉降,其沉降随着置换率的增加而逐渐降低;桩间土应力在每级荷载施加的瞬间会显著增加,随后在每级荷载持续的过程中逐渐减小至平稳;而桩顶应力在每级荷载施加的瞬间会略微增加,随后在每级荷载持续的过程中线性增加;桩土应力比n总体呈逐渐减小至平稳的趋势,且最终稳定于7~8;相比置换率,桩长对复合地基沉降影响更大,建议当沉降量较大不能满足设计要求时,宜优先考虑增加桩长。Based on the high moisture content soft loess test soil sample of G577 highway project in Xinjiang,the laboratory model test and numerical simulation metholds were used to carry out the study the bearing characteristics of geopolymer mixed pile composite foundation.The results show that,geopolymer piles can effectively control settlement of composite foundation,and the settlement gradually decreases with the increase of replacement rate;the soil stress between piles will significantly increase at the moment when each load is applied,and then gradually decrease to a stable state during each load duration;the stress at the pile head will slightly increase at the moment when each load is applied,and then linearly increase during each load duration;the pile-soil stress ratio n generally presents a trend of gradually decreasing until stable,and ultimately stabilizes at 7-8;compared with the replacement rate,the pile length has greater impact on settlement of composite foundation.It is recommended that increasing pile length is considered firstly when the settlement is large and cannotmeet the design requirement.
关 键 词:搅拌桩 软土加固 复合地基 模型试验 数值模拟 沉降分析
分 类 号:U416.1[交通运输工程—道路与铁道工程]
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