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基于钻孔数据的栅格法模拟三维土层研究 被引量:8
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作者 陶海冰 蒋蓓 《杭州师范大学学报(自然科学版)》 CAS 2008年第6期469-473,共5页
建立三维的土层模型是开展岩土工程数字化基础工作之一.文章介绍运用栅格法在基于钻孔数据情况下构建土层三维模型.该方法能够在建模中简单通过栅格层之间的运算关系处理土层之间拓扑关系,能够大大减少拓扑关系处理的计算量.在此以杭州... 建立三维的土层模型是开展岩土工程数字化基础工作之一.文章介绍运用栅格法在基于钻孔数据情况下构建土层三维模型.该方法能够在建模中简单通过栅格层之间的运算关系处理土层之间拓扑关系,能够大大减少拓扑关系处理的计算量.在此以杭州地震小区划项目中江北区三维建模工作为例,验证了该方法能有效满足工程需要. 展开更多
关键词 钻孔 三维土层模拟 栅格法
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矩形盾构机模拟掘进试验研究 被引量:6
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作者 蒋华钦 庄欠伟 《筑路机械与施工机械化》 北大核心 2011年第3期68-70,74,共4页
介绍了矩形盾构机的特点和技术参数,分析了其施工优势,对矩形盾构机模拟掘进试验进行了设计,完成了矩形盾构机掘进模拟土层试验和切削不同硬度混凝土试验,通过采集掘进参数、监测周围土层情况,分析了矩形盾构掘进对周围土层的影响。试... 介绍了矩形盾构机的特点和技术参数,分析了其施工优势,对矩形盾构机模拟掘进试验进行了设计,完成了矩形盾构机掘进模拟土层试验和切削不同硬度混凝土试验,通过采集掘进参数、监测周围土层情况,分析了矩形盾构掘进对周围土层的影响。试验结果表明,矩形盾构机能在不同的地层条件下掘进。 展开更多
关键词 矩形盾构机 模拟试验 模拟土层 掘进参数
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土-桩-钢结构相互作用体系的振动台模型试验 被引量:30
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作者 楼梦麟 宗刚 +1 位作者 牛伟星 陈根达 《地震工程与工程振动》 CSCD 北大核心 2006年第5期226-230,共5页
本项试验是研究土-结构相互作用对结构TLD减震控制影响的系列振动台模型试验的组成部分,主要目的是提供相应的对比试验数据。在这组试验中,突出的问题是TLD、上部被控结构和土层三个子系统模型基频间的协调。为了尽可能降低土层模型基频... 本项试验是研究土-结构相互作用对结构TLD减震控制影响的系列振动台模型试验的组成部分,主要目的是提供相应的对比试验数据。在这组试验中,突出的问题是TLD、上部被控结构和土层三个子系统模型基频间的协调。为了尽可能降低土层模型基频,文中采用了一种具有低剪切波速特性的土层模拟介质。最后,通过土-桩-钢结构系统的振动台模型试验,研究了土-结构相互作用对钢结构动力特性和地震反应的影响。 展开更多
关键词 土-结构相互作用 土层模拟介质 钢结构 振动台模型试验
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碳酸盐岩山地土壤施用有机肥的溶蚀作用探讨 被引量:5
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作者 张云 刘长礼 +5 位作者 宋博 宋超 侯宏冰 裴丽欣 杨柳 吕敦玉 《生态环境学报》 CSCD 北大核心 2012年第2期260-267,共8页
选择碳酸盐岩山地常见耕植、未耕植土层,通过概化制作为系列模拟柱试验土层,按当地正常施肥方法,向土层定量施入有机肥并浇灌及控制其它相关条件变化,再定期观测预埋土层不同深度碳酸岩石片的溶蚀量和土层其它指标的变化,作了施用有机... 选择碳酸盐岩山地常见耕植、未耕植土层,通过概化制作为系列模拟柱试验土层,按当地正常施肥方法,向土层定量施入有机肥并浇灌及控制其它相关条件变化,再定期观测预埋土层不同深度碳酸岩石片的溶蚀量和土层其它指标的变化,作了施用有机肥的土中碳酸岩石溶蚀变化研究。结果揭示,在未耕植红黏土表层施用有机肥,大大减弱了土中碳酸岩石的溶蚀作用,且减弱程度随土深加大而降低。但对其下伏碱性岩粉层而言,施肥又引起了溶蚀量的微小增加变化;另在耕植土表层施用有机肥,对其土中碳酸岩石的溶蚀作用改变不大,且无论施肥与否溶蚀作用随土深加大又略显增大变化。而其下部红黏土中碳酸岩石的溶蚀量要远大于耕植土中的溶蚀量,并受施肥的影响较小。表明,农业施肥对未耕植土土中包被、包裹的碳酸岩石溶蚀影响较大,对下伏碱性岩粉层的层中、层下碳酸岩石的溶蚀影响较小。同时,施肥对耕植土土中、土下碳酸岩石的溶蚀影响不大。人类可采取禁令开垦较薄土层措施,来有效规避耕作施肥对土中碳酸岩石溶蚀作用的抑制,减少反石漠化的不利因素。此将为丰富碳酸盐岩山地成土演化理论和石漠化灾害的防治提供依据。 展开更多
关键词 碳酸盐岩山地 模拟土层 施用有机肥 岩石片 溶蚀作用
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Analysis of Percolation of the Stabilized Suspensions of TiO2 and SiO2 Nanoparticles in Soil Columns Simulating Landfill Layers 被引量:1
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作者 Elizabeth Mendes de Oliveira Daniele Aparecida Nogueira +2 位作者 Luis CarlosRolim Lopes Jose Flavio Silveira Feiteira Jose Adilson de Castro 《Journal of Mechanics Engineering and Automation》 2016年第1期47-52,共6页
It studied the behavior of transport and stability of TiO2 and SiO2 nanoparticles suspensions percolating through soil columns aiming at simulating municipal waste landfills covering soil layers performance. Experimen... It studied the behavior of transport and stability of TiO2 and SiO2 nanoparticles suspensions percolating through soil columns aiming at simulating municipal waste landfills covering soil layers performance. Experimental columns were constructed with landfill soils and water suspensions with nanoparticles percolation runs were carried out. The experimental columns were constructed with 100 mm and 200 mm of diameter and height, respectively. Outlet concentrations were measured along the percolation time using ICP-OES and nanoparticles tracking analyzer. It was observed that SiO2 nanoparticles acts as a stabilizer of TiO2 nanoparticles suspensions and promotes its transport through the soil columns, which simulates the conditions of the controlled landfills layers. The interaction of the suspensions of SiO2 nanoparticles with nanoparticles of TiO2, promote a high stability of the emulsions, which confers the high zeta potential present in SiO2 suspensions, promoting greater mobility and transport through the soil columns. The experimental results demonstrated that TiO2 nanoparticles were kept suspended, even after 10 days, which indicates good stability. It was observed that both TiO2 and SiO2 were kept in suspensions with negligible nanoparticles clustering and decantation. It was confirmed that the TiO2 and SiO2 of the outflow of soil columns are strongly affected by the soil pH, organic carbon and clay content of the soils. It was observed that the soil columns behave as a retention barrier for both TiO2 and SiO2 nanoparticles. 展开更多
关键词 Stabilization column experiment and nanofluids.
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Clay mineral expansion of black cotton soil based on interlayer cation hydration
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作者 Cheng Yongzhen Huang Xiaoming 《Journal of Southeast University(English Edition)》 EI CAS 2021年第3期299-305,共7页
To analyze the water swelling characteristics of black cotton soil(BCS),X-ray fluorescence and X-ray diffraction characterizations were performed to investigate the chemical compositions and types of clay minerals in ... To analyze the water swelling characteristics of black cotton soil(BCS),X-ray fluorescence and X-ray diffraction characterizations were performed to investigate the chemical compositions and types of clay minerals in BCS.A montmorillonite crystal lattice was established to simulate the hydration of interlayer cations by applying the SPC/E potential energy model,universal force field,algorithm of charge balance,and periodic boundary.Results indicated that the main clay mineral found in the BCS was montmorillonite(32.6%)with small amounts of interstratified illite-montmorillonite(10.9%),illite(2.3%),and kaolinite(1.5%).The high expansive potential of BCS comes from the strong adsorption property of montmorillonite with a high content of magnesium and sodium ions to water molecules.The exchangeable cations of Na^(+)in BCS were only 3.73%,but they enhanced the adsorption capacity of clay to water molecules and accelerated the hydration of Mg^(2+)(47.1%)and Ca^(2+)(4.78%).The free swell index can be used as a classification index of the swelling potential of BCS. 展开更多
关键词 black cotton soil swelling characteristics clay minerals molecular simulation interlayer cation hydration
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Heat calculation and numerical simulation in steam mining of permafrost gas hydrate 被引量:1
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作者 LI Bing SUN Youhong +1 位作者 GUO Wei LI Kuan 《Global Geology》 2012年第2期135-139,共5页
Steam mining method was injecting hot steam into the borehole to heat the hydrate strata at the same time of depressurization mining,which could promote further decomposition and expand mining areas of gas hydrate. St... Steam mining method was injecting hot steam into the borehole to heat the hydrate strata at the same time of depressurization mining,which could promote further decomposition and expand mining areas of gas hydrate. Steam heat calculation would provide the basis for the design of heating device and the choice of the field test parameters. There were piping heat loss in the process of mining. The heat transfer of steam flowing in the pipe was steady,so the heat loss could be obtained easily by formula calculation. The power of stratum heating should be determined by numerical simulation for the process of heating was dynamic and the equations were usually nonlinear. The selected mining conditions were 500-millimeter mining radius,10 centigrade mining temperature and 180 centigrade steam temperature. Heat loss and best heating power,obtained by formula calculation and numerical simulation,were 21. 35 W/m and 20 kW. 展开更多
关键词 gas hydrates steam mining heat loss numerical simulation best power
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