高水位地基处理实例

介绍高水位(距槽底300)条件下,地基处理的方法、检测及效果验证。为在此条件下进行施工作业提供依据。     

三元复合驱波及系数和驱油效率的实验研究

为了搞清三元复合体系提高采收率的机理,通过室内三维物理模拟驱油实验研究了非均质砂岩油田三元复合驱油过程中波及系数与驱油效率的变化特征,量化三元复合驱不同类型储层驱油效率和波及系数对提高采收率的贡献程度.结果表明,在有隔层的条件下,中渗透层贡献程度达到了25.29%,其次是低渗透层,贡献率为44.31%,而高渗透层仅为30.40%;分析认为,三元复合驱的主要作用在于提高驱油效率,而且主要是提高高渗透层的驱油效率,同时能够提高中低渗透层的波及系数.初步得出驱油效率对提高采收率值的贡献率为33.27%,波及系数的贡献率为66.73%.     

Characterizing the deformation behavior of Tertiary sandstones

Tertiary sandstones possess deformational behavior different from hard rocks, especially the relatively larger amount of volumetric dilation during shearing. Such excess dilation contributes to the increase of crown settlement during tunnel excavation and accounts for several cases of tunnel squeezing within Tertiary sandstones. Therefore, the deformation behavior of Tertiary sandstones sampled from more than 13 formations was studied. To distinguish the volumetric deformation induced by hydrostatic stress or by shear stress as well as to decompose the elastic and the plastic components of strains, special experimental techniques, including pure shear tests and cycles of loading–unloading were applied.The experimental results reveal that the deformation of Tertiary sandstone exhibits the following characteristics: (1) significant amount of shear dilation, especially elastic shear dilation; (2) non-linear elastic and plastic deformation; (3) plastic deformation occurs prior to the failure state. Furthermore, features of plastic deformation were inferred from experimental results and, as a result, the geometry of plastic potential surface and the hardening rule were accordingly determined. A constitutive model, involving nonlinear elastic/plastic deformation and volumetric deformation induced by shear stress, is proposed. This proposed model simulates the deformational behavior for the shear-dilation-typed rocks reasonably well. Furthermore, tests on the versatility of the proposed model, including varying hydrostatic stress and stress paths, indicate that the proposed model is capable of predicting deformational behavior for various conditions.     

下扬子北缘前陆盆地构造变形样式

下扬子北缘前陆盆地经历了印支、燕山、喜山等多期构造改造,构造环境经开裂扩张—碰撞拼合—拉伸断陷等多次转换,最终形成了上部拉伸、中部逆冲推覆、下部拆离滑脱的"三层楼阁"式分层构造变形组合的构造几何学模式.其构造变形主要受中三叠世扬子地块与华北地块的陆—陆碰撞造山作用控制,具有横向上强弱分带、垂向上形变分层的特征.可划分为伸展变形、冲断褶皱变形、拆离滑脱变形等3种构造变形样式.      

浅谈大旺工业园道路软土路基勘察及处治设计

通过勘探和土工试验揭示肇庆高新技术产业开发区沙沥工业园区规划道路所在区域的地质状况,分析其软弱土层工程力学性质,并提出有效的软基处理措施,可供类似工程参考。     

深基坑管井降水理论的实际应用

本文从工程实际出发,诠释了泰斯公式在具体工程上的应用条件和环境,并运用了工程实际,收到了较好的效果。     

CFG桩法的设计及施工

CFG桩复合地基是一种新型的地基处理技术 ,本文对其作用原因、设计方法、施工及质量检测等方面进行了初步探讨。     

立足于实际的数字系统级诊断

本文主要提出了一个立足于当前实际的系统级诊断模型。在这模型下，系统级诊断变得很容易。模型基于下列假定：将系统划分成既具有自测试又具有测试其它单位能力的一种单位；其测试能力和测试结果用模糊数学来描述；自测试时在各种情况下均能给出正确的结果；测试其它单位时，除测试者本身具有严重故障外，也均能给出正确结果。     

复杂山区静校正方法研究及效果

对于山区地震勘探，开展静校正研究是资料处理的主要问题之一。静校正精度与剖面质量密切相关，准确的静校正取决于合理的方法和正确的应用。本文在分析了复杂山区特点以及静校正难点的基础上，指出要解决好山区静校正，仅限于普通的方法是远远不够的，必须从四个关键点人手，即风化层延迟时的求取、基准面的确定、校正速度的研究以及表层模型的建立等。本文对上述问题的研究做了介绍，展示了合成延迟时法十等效速度模型反演十变速浮动基准面（地震参考面）静校正等综合技术在太行山区（山西沁源、大寨）、伊J；1丘陵山区等复杂地表区应用的例子。显著的处理效果表明，严重的山区静校正问题得到了较好的解决，满足了地下构造的叠加成像，提高了勘探精度及其整体效果。     

A Study on the Model of Forecasting System about the Actual Telephone Occupation in the Lead Development

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