波浪荷载作用下海底隧道-孔隙海床的动力分析

孔隙海床在波浪荷载作用下其有效应力减小、孔隙水压力增加,这将影响孔隙海床中隧道的稳定性,因此,研究在波浪荷载作用下孔隙海床与隧道的动力响应具有重要的工程意义。本文基于Biot的动力固结理论和弹性动力学理论建立波浪荷载作用下孔隙海床与海底隧道的动力分析模型,并同时考虑海底隧道与海床之间的接触效应、边界效应等对海底隧道内力的影响。最后通过变换海床的变形模量、渗透系数和海底隧道的半径、埋深等,观察其对海床土孔隙水压力和海底隧道内力的影响,为海底隧道的设计提供依据。     

越南海岸九龙盆地和南昆山盆地现今的应力和孔隙压力场

某一地区的应力,或该地区现今的应力场,对斜井或水平井的最佳定位,以及认识油藏特征都是非常重要的。同时地层应力也有助于我们更好地认识地球动力学过程及其对盆地演化的影响。本文在勘探和开发井的基础上,利用很多第一手分析资料对越南海岸九龙盆地和南昆山盆地沉积层的地层应力、孔隙压力等进行了分析。九龙盆地最大水平应力在北部及中央高部位主要呈NNW—SSE及N—S向;南昆山盆地最大水平应力在北部主要呈NE—SW向,而在盆地中部呈N—S向。垂向应力在3500m深处的应力梯度值约为22．2MPa／km,正常压力地层中最小水平应力值约为垂向应力值的61％。孔隙压力变化对水平应力大小的影响,可用因流体生产而引起的枯竭层中的孔隙压力及裂缝测试数据来评价,研究中得到的平均孔隙压力-应力耦合率（△Sh/△Pp）值为0．66。南昆山盆地的最小水平应力值接近于超压区的垂向应力值,这一结果表明地层具有均质性或深部超压地层中可能呈走滑断层的应力状态。     

FLU-net：用于表征页岩储层微观孔隙的深度全卷积网络

页岩孔隙是页岩气储集的主要空间,孔隙的形状、大小、连通性与发育程度很大程度上决定了页岩储集层的储集性能,因此,页岩气开采首先需要对其孔隙有充分的认识。基于阈值分割法获取页岩孔隙结构参数是目前页岩微观结构表征的一种重要手段,但是受扫描电镜图像灰度分布差异的影响,该方法需要逐一修改图像的最佳分割阈值以达到最好的孔隙分割效果,且阈值分割方法无法直接划分孔隙类别,这给后续的页岩微观结构定量表征带来了麻烦。为了实现页岩孔隙的智能识别和分类,笔者设计基于像素级语义分割的深度全卷积神经网络FLU-net,对页岩孔隙识别并分类为有机孔、无机孔（粒内孔、粒间孔）及裂缝,并结合孔隙尺度分类统计方法,分析不同类型孔隙发育数量、孔径大小、孔隙度等参数,实现页岩储层微观孔隙结构的自动化定量表征。以重庆渝西区块足201井区和四川盆地威远地区威204井区的页岩扫描电镜图像为研究对象,在对1 600幅页岩扫描电镜图像原始数据进行人工标注并划分数据集后,使用FLU-net进行孔隙识别,结果表明,本方法具有较高的准确率,同时自动化程度和泛化能力均高于传统预测方法。因此,扫描电镜与基于深度学习的语义分割模型结合是定量研究页岩微观结构表征的有效手段。     

不确定模型下双重倒向随机递归最优控制问题的研究

本文基于实际金融问题,提出并进一步研究一类不确定模型下的倒向双重随机递归最优控制问题。首先提出在该模型中,代价泛函由sup■定义,其中■是由一组双重倒向随机微分方程的解组成的集合,再利用先验估计、线性化方法、It■公式等方法,推导出该最优控制问题的最大值原理,进而最终给出该问题最优控制的必要条件和充分条件。     

商业平板式超滤膜包完整性检验：对海洋胶体生物地球化学研究的启示

The performance and integrity of a cassette cross-flow ultrafilter(Pellicon 2, Millipore) are examined with a suite of macromolecules of different molecular masses. The retention coefficient during the cross-flow ultrafiltration experiments increases with increasing molecular mass and reaches 90% with 10 kDa dextran in both milli-Q water and ultrafiltered seawater media. Based on a 90% retention coefficient, the molecular mass cut-off for the ultrafiltration membrane is defined at 10 kDa, which is ten times(1 kDa) that rated by the manufacturer. To further validate the accuracy of the laboratory calibration, the samples from the lower Zhujiang River and the Jiulong River Estuary are ultrafiltered with the cassette ultrafiltration membrane and the colloidal organic carbon abundances in these samples are quantified with the ultrafiltration permeation model based on time series permeation subsamples. The colloidal organic carbon abundances are 5.8%–21.1% in the Jiulong River Estuary and 5.6%–11.0% in the lower Zhujiang River. These are consistent with the reported values for both estuaries as well as with the colloidal organic carbon abundances in marine environments over the coastal and open oceans with 10 kDa cut-off membranes. Therefore, these field data support the laboratory calibration result and indicate the validity of the experimental and quantification procedure adopted. The discrepancy between the nominal molecular mass cut-off and the actual pore size of the ultrafiltration membrane should be of great concern for research in colloidal and nanoparticle biogeochemistry. Careful examination of the membrane integrity should be taken during ultrafiltration experiments in order to avoid misleading molecular mass cut-off information.     

沉积物孔隙毛细管压力与甲烷水合物饱和度关系研究

To better understand the relationship between the pore capillary pressure and hydrate saturation in sediments, a new method was proposed. First, the phase equilibria of methane hydrate in fine-grained silica sands were measured. As to the equilibrium data, the pore capillary pressure and saturation of methane hydrate were calculated. The results showed that the phase equilibria of methane hydrates in fine-grained silica sands changed due to the depressed activity of pore water caused by the surface group and negatively charged characteristic of silica particles as well as the capillary pressure in small pores together. The capillary pressure increased with the increase of methane hydrate saturation due to the decrease of the available pore space. However, the capillary-saturation relationship could not yet be described quantitatively because of the stochastic habit of hydrate growth.     

声波在两种多孔介质界面上的反射和透射

本文导出了声波在两种多孔介质界面上反射、透射的一般计算公式.作为例子,数值计算了P₁波入射于界面时,P₁、P₂和S波的反射、透射系数与声波频率、入射角等量之间的关系.结果表明,各种模式波的反射、透射系数与入射角、多孔介质性质有关,在Biot特征频率附近与频率有关,并用界面两侧的法向能流相等验证了结果的正确性.若把多孔介质当作均匀固体处理,将会得到显著不同的结果.     

波浪荷载下海洋土孔隙水压力内时模型的研究

作者导出了基于 Gibbs 自由能和应力内时标度基础上的海洋土内时剪胀方程,由此建立了预测均匀和不均匀波浪循环荷载下不排水时孔隙水压力的模型。该模型不仅很好地拟合了实验数据,还能较好地说明了循环荷载作用下孔隙水压力上升的机理,可以很方便地用于波浪循环荷载作用下的液化势分析中。     

预排水动力固结法处理吹填粉土地基的试验研究

为加固新近吹填的处于流塑状态的粉土地基,首先采用轻型井点降水和动力碾压的方法使地基具有一定的初始承载力。然后,施加较大的强夯动力荷载,从而使地基承载力得到显著提高。这一新的综合加固技术称之为预排水动力固结法。通过现场测试,研究了施工过程中诸如井点降水的影响范围、强夯时孔隙水压力的变化范围、深层沉降的变化等问题。同时,对强夯夯击遍数、每点夯击次数、遍与遍之间的间隙时间等有关问题进行讨论。研究表明,预排水动力固结法可显著提高吹填粉土地基的承载力。