“模”方的形成     

王鹏  孙石村 《中国勘察设计》2009,(1):15-17

通过模块化的设计思路,解决廉租房设计问题,以得出一个理想的模型,适应不同地区、不同地块的建设要求。模块本身有一定的适应能力,满足50～70年使用的要求。  相似文献   

高分一号多光谱影像正射精度验证与分析     

黄世存  吴海平  曾湧  车玲玲 《测绘科学》2016,41(3):54-57

为了验证和分析高分一号卫星影像的正射精度,填补相关研究的空白,该文采用有理函数模型对高分一号卫星PMS传感器多光谱影像进行正射校正,采集检查点检验多光谱影像的几何正射精度。实验结果表明,高分一号卫星PMS相机多光谱影像正射精度能够满足1:25 000比例尺地形图的更新要求,为相关研究提供参考。  相似文献   

人工高陡边坡大直径灌注桩受力性能与数值模拟分析     

万丹丹  宿文姬  郑志文  符诗存 《华南地震》2021,41(2):113-118

为了研究人工高陡边坡段大直径灌注桩的受力性能和承载特性,开展了人工高陡边坡段大直径灌注桩的受力性能和数值模拟分析.提出了在人工高陡边坡段大直径灌注桩与桩基周围土体相互作用的内力计算公式,并利用MADAS GTS有限元软件建立有限元分析模型,研究了竖向荷载、桩长、边坡坡度、桩径等各种因素对桩基体系承载性状的影响,得出了竖向荷载的增大会增加桩基的受力和承载性能,但是在位移允许的情况下,决定桩基承载力的因素是桩身摩擦力;增大桩长可以有效的减小桩基沉降和水平位移,将桩基嵌入岩石层可以更大程度的控制桩基的沉降,同时减小桩基的内力;桩基选择在坡度较小的边坡上,使得桩基能够更好地进行承载;桩径的变化并不能较大的改变桩基的受力,而且会造成资源的消耗,所以实际工程中,不建议采用增大桩基直径的方法提高桩基的承载力.  相似文献   

梅州市人工边坡成灾规律分析及防治对策     

李秀娟  符诗存 《华南地震》2020,40(2):111-117

  相似文献   

基于人工边坡稳定性的降雨型滑坡预警预报模型设计与应用     

鲍伟佳  柯小兵  郑志文  魏平新  符诗存 《地震地磁观测与研究》2021,42(2):65-71

由削坡建房遗留的人工边坡存在大量滑坡隐患问题,在降雨引发土质边坡自身动力变化分析条件下,以稳定性评价建模为基础,提出降雨型滑坡动力学预警预报模型。文中以广东省梅州市花岗岩地区为例,使用GIS技术构建了1 727个预警分析单元,并进行关键地质环境因子赋值及与气象站点数据关联;按坡高、坡度等参数,分别构建16个边坡失稳动力学预警模块,并根据降雨量变化,计算边坡稳定性系数,最终按其阈值确定风险等级并予以预警。本研究对于推动人工边坡诱发的滑坡地质灾害预警预报与预防均具有重要意义。  相似文献   

Late Cretaceous-Paleocene extension on the Vøring Volcanic Margin     

Ren  Shicun  Skogseid  Jakob  Eldholm  Olav 《Marine Geophysical Researches》1998,20(4):343-369

High-quality seismic data document a Maastrichtian-Paleocene rift episode on the Vøring margin lasting for 20 m.y. prior to continental breakup. The rift structures are well imaged in the Fenris Graben and Gjallar Ridge region in the western Vøring Basin, and are characterized by low-angle detachment faults with variable fault geometries from south to north. The structural restoration has facilitated the division of pre- and syn-rift sediments across the extensional terrain, which is subsequently used to evaluate mode and mechanism for the lithospheric deformation. Extension estimates based on the structural restoration, subsidence analysis and crustal thickness evaluations yield stretching factors ranging between 1.5 to 2.3 across the main fault zone just landward of the early Tertiary flood basalts. The structural restoration also shows that a middle crustal dome structure, observed beneath the low-angle faults, can be explained by extensional unroofing. Thus, the dome structure may represent a possible metamorphic core complex. Calculations of the effects on vertical motion, assuming uniform and two-layer differential stretching models combined with the arrival of the Iceland mantle plume during rifting, indicate that the uniform extension model may account for both observed early rift subsidence and subsequent late rift uplift and erosion. Although the differential model can not be excluded, it implies early rift uplift which is not compatible with our seismic interpretation. The direct and indirect effects of the Iceland mantle plume may have caused as much as 1.2 km of late rift uplift. Comparison of the volcanic Vøring margin and the non-volcanic West Iberian margin shows similarities in terms of structural style as well as in mode and distribution of extension.  相似文献