检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:华鑫 李雨杰 刘海江[1] 国振[1] HUA Xin;LI Yu-jie;LIU Hai-jiang;GUO Zhen(Research Center of Coastal and Urban Geotechnical Engineering/College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,Zhejiang,China)
机构地区:[1]浙江省海洋岩土工程与材料重点实验室/浙江大学建筑工程学院,浙江杭州310058
出 处:《地基处理》2022年第3期190-200,共11页Journal of Ground Improvement
基 金:海南省重大科技计划项目(ZDKJ202019);浙江省自然科学基金项目(LR22E080005,LHZ19E090003)。
摘 要:波浪掀沙,潮流输沙,波流耦合作用下单桩基础可能出现显著的局部冲刷,严重威胁结构物稳定性,必须进行合理的冲刷防护设计。鉴于此,本文开展了大断面水槽试验,对比抛石、翼板等传统防护措施与MICP防护措施的实际效果,分析了不同处理措施下桩周冲深的发展过程及极限平衡冲深,得到以下结论:MICP处理可以延缓砂床的冲刷启动,其防护效果优于抛石、翼板等传统防护措施;MICP防护效果与处理次数、处理范围有明显相关性;浅层MICP固化海床承担了更大的渗透力,其超孔压衰减梯度随MICP处理次数的增加逐渐增大。MICP生成的碳酸钙结晶在海床中主要起到颗粒包裹、粒间桥接及孔隙填充三种作用,一定程度上提高了颗粒重度和砂土强度,从而增强了海床抗冲刷能力。The local scour around monopile will be significantly aggravated under the combined action of waves and current,which threatens the stability of the structure seriously.It is necessary to establish a reasonable protection design.Therefore,a series of large-section flume tests were carried out to compare the effective of traditional protective measures(ripraps and wing panels)with Microbially Induced Calcite Precipitation(MICP)measure.Besides the scour development around the monopile and the ultimate equilibrium scour depth under different treatment measures were analyzed.The research found that MICP treatment can delay the development of scour around monopile,and its protecting effect is better than ripraps and wing panels.At the same time,the protecting effect of MICP is obviously related to the number of times and scope of MICP treatments.The shallow MICP cemented seabed bears greater permeability,and the super pore pressure gradient increases with the increase of MICP treatment times.The calcium carbonate crystals generated by MICP mainly play three roles in the seabed,i.e,particle wrapping,particle cementation and pore filling,which improve particle weight and sand strength to a certain extent,thus enhancing the anti-scouring ability of the seabed.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:3.15.22.202