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某厂房结构抗震鉴定及加固处理 被引量:1
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作者 曾小勇 《山西建筑》 2018年第29期56-57,共2页
结合工程实例,为了解改变使用功能后某厂房3层楼板安全性及抗震性能,对厂房进行结构抗震鉴定并给出相应的加固处理方案,有利于建筑物的改造和加固。
关键词 工业厂房 抗震鉴定 加固处理
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重视场地和地基对工程总体抗震水平的影响
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作者 刘峰 《福建建筑》 1996年第2期15-17,共3页
本文通过对以住地震灾害的分析,指出工程设计中场地与地基对工程抗震地影响,场志与地基对震灾的影响因素和消除影响的措施。并且根据本省的工程地质特点提出各地区工程设中应当注意的主要工程地质问题。
关键词 工程抗震 工程勘探 场地 地基 砂土液化 软弱地基 抗震处理
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浅谈石榴岗水闸地震液化判别及处理措施
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作者 陈浩 杨小伟 《广东水利水电》 2013年第10期48-49,共2页
基于广州市海珠区石榴岗水闸所处工程地质条件,简要介绍砂土地震液化机理,并利用标准贯入试验法对其进行地震液化判别,提出相应的地震液化处理措施,以减轻与防止砂土地震液化对水闸的破坏,从而为类似的工程提供一定参考。
关键词 砂土液化 液化判别 标准贯入试验法 抗震液化处理
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地震作用下客运专线黄土路基变形分析
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作者 谷天峰 王家鼎 《灾害学》 CSCD 2008年第B09期89-92,共4页
以郑(州)-西(安)高速铁路为例,选择潼关路段为研究区,建立了高速铁路黄土路基动力学数值模型,研究了50年10%和2%的超越概率水平的地震作用下黄土路基的永久变形,以及地基处理后黄土地基的永久变形。结果显示,沉降主要发生在Q3黄土中,强... 以郑(州)-西(安)高速铁路为例,选择潼关路段为研究区,建立了高速铁路黄土路基动力学数值模型,研究了50年10%和2%的超越概率水平的地震作用下黄土路基的永久变形,以及地基处理后黄土地基的永久变形。结果显示,沉降主要发生在Q3黄土中,强夯可以有效的减少地基黄土的沉降变形,但是当处理深度不够时,在强地震作用下仍然可以产生较大沉降。研究成果为地基抗震处理提供了依据。 展开更多
关键词 黄土震陷 路基沉降 抗震处理
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Key Technologies in the Design and Construction of 300 m Ultra-High Arch Dams 被引量:13
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作者 RenkunWang 《Engineering》 SCIE EI 2016年第3期350-359,共10页
Starting with the Ertan arch dam (240 m high, 3300 MW) in 2000, China successfully built a total of seven ultra-high arch dams over 200 m tall by the end of 2014. Among these, the ]inping 1 (305 m), Xiaowan (294... Starting with the Ertan arch dam (240 m high, 3300 MW) in 2000, China successfully built a total of seven ultra-high arch dams over 200 m tall by the end of 2014. Among these, the ]inping 1 (305 m), Xiaowan (294.5m), and Xiluodu (285.5 m) arch dams have reached the 300 m height level (i.e., near or over 300 m), making them the tallest arch dams in the world. The design and construction of these 300 m ultra-high arch dams posed significant challenges, due to high water pressures, high seismic de- sign criteria, and complex geological conditions. The engineering team successfully tackled these chal- lenges and made critical breakthroughs, especially in the area of safety control. In this paper, the author summarizes various key technological aspects involved in the design and construction of 300 m ultra- high arch dams, including the strength and stability of foundation rock, excavation of the dam base and surface treatment, dam shape optimization, safety design guidelines, seismic analysis and design, treatment of a complex foundation, concrete temperature control, and crack prevention. The experience gained from these projects should be valuable for future practitioners. 展开更多
关键词 Ultra-high arch dam Shape optimization Arch dam overall safety Seismic safety Concrete temperature contro
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Research on application of different particle sizes of cordierite on castable refractory 被引量:10
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作者 Zhang Wei Dai Wenyong Nobuaki Chiyoda 《Engineering Sciences》 2012年第1期72-75,共4页
Effect of different particle sizes of cordierite on properties of castable refractory by different heat treatment temperatures were investigated respectively with mullite and bauxite as raw materials, calcium aluminat... Effect of different particle sizes of cordierite on properties of castable refractory by different heat treatment temperatures were investigated respectively with mullite and bauxite as raw materials, calcium aluminate cement as binders. After 24 h curing in mould and another 24 h curing at 110 ℃ after demoulding, the specimens were heat treated at 1 000 ℃, 1 300℃ and 1 500℃ for 3 h, respectively. The bulk density ( BD), permanent linear change ( PLC), modulus of rupture(MOR) and clod crushing strength(CCS), thermal expansion coefficient and thermal shock resistance were examined. The results show that there is no obvious effect on adjusting permanent linear change and bulk density of castables by adding different particle sizes of cordierite at low temperature and intermediate temperature. Modulus of rupture of castable increase with the decreasing of the particle sizes of cordierite after heat treated by 1 000 ℃ and 1 300℃. In this experiment, thermal shock resistance of the castable with cordierite whose particle size is 0 - 1 mm is the best. 展开更多
关键词 CORDIERITE particle size castable refractory heat treatment temperatures thermal shock resistance
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挤密砂桩处理砂土与软土互层地基的试验研究 被引量:1
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作者 张富贵 时绍波 沈华 《公路交通科技(应用技术版)》 CAS CSCD 2014年第3期95-99,共5页
为了解决砂土液化和软弱土地基在公路工程中影响沿线结构物的稳定性问题,采用挤密砂桩法对此类地质路段进行地基抗震处理。在试验区内设置挤密砂桩,通过标准贯入和静力触探试验对抗震效果进行分析;通过地基沉降、水平位移、孔隙水压力... 为了解决砂土液化和软弱土地基在公路工程中影响沿线结构物的稳定性问题,采用挤密砂桩法对此类地质路段进行地基抗震处理。在试验区内设置挤密砂桩,通过标准贯入和静力触探试验对抗震效果进行分析;通过地基沉降、水平位移、孔隙水压力和静土压力的观测,对软基处理效果进行分析。试验分析结果表明:挤密砂桩可以起到消除砂土液化和加固软弱土层的双重作用,非常适合于此类地质条件路段的地基处理。 展开更多
关键词 砂土 软基 挤密砂桩 抗震处理
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