Mechanical behavior of porous solid considering mesoscopic elastic buckling

In this work, the elastic buckling of porous solids was investigated using a lattice spring model (LSM). The capability of the LSM to solve elastic buckling problems was comprehensively verified by comparing well-established numerical and analytical solutions. Following this, the buckling of a porous solid was studied, in which two porous structures were considered, ie, the random porous model and the Voronoi porous model. The results reveal that both the porosity and the shape of the pores influence the elastic buckling bearing capacity of the porous solid. Finally, the mechanical responses of a porous solid with an extra high porosity (0.85) were numerically investigated. Our numerical results demonstrated that the nonlinear elastic response of the porous solid might come from its mesoscale elastic buckling. This work shows the ability and promise of using the LSM as a fundamental numerical tool for the deep investigation of the buckling mechanical behavior of porous solids.     

甘肃灵台新近纪红粘土磁组构特征的沉积学意义

对第四纪典型风成马兰黄土、受成壤作用影响较大的第五层古土壤、新近纪红粘土、埋藏化石的红粘土围岩层的磁组构分析表明:新近纪红粘土的磁组构参数P、F值界于马兰黄土—第五层古土壤与经流水改造的化石围岩之间,L均值与风成黄土相当, Q均值接近于水成红粘土化石围岩,而在事件性沉积方面又类似于风成马兰黄土、第五层古土壤;磁组构参数F-L、P-Q组合图位于马兰黄土—第五层古土壤与经流水改造的化石围岩过渡带。反映红粘土沉积物既具有风成原地堆积物的磁组构参数特征,又有经历了后期流水改造的化石围岩的特点,是风成原地堆积与风动力搬运而来的母质颗粒经后期流水改造共同作用的产物。     

河南西峡寨根地区韧性剪切带中斜长角闪岩角闪石组构特征的探讨

本文通过对秦岭造山带核部,河南西峡寨根地区角闪岩中角闪石组构及其与韧性剪切带关系的研究,得出几点认识:（1）角闪石的优选方位受控于韧性剪切带,随着韧性剪切作用的加强,L构造岩愈趋典型;（2）分析角闪石中光率体轴Ng与结晶C轴的关系,Ng轴偏于一个方向,表明受剪应力所致;（3）通过角闪石C轴与剪切带边界关系的研究,确定剪切带为左旋剪切性质;（4）据角闪石组构及韧性剪切带与其它构造相互关系,恢复秦岭造山带的历史,至少经历了区域动热变质变形阶段、韧性再造阶段和脆性改造阶段。     

新疆觉罗塔格韧性变形带组构及动力学意义

新疆觉罗塔格韧性变形带,惯称秋格明塔什-黄山韧性剪切带,发育于吐哈地块和中天山地块之间的EW向石炭系火山-沉积建造中,由一组走向EW、产状陡立的透入性片理组成。韧性变形带内韧性构造形迹发育,并可分为4个等级:大型构造、小型构造、微观构造和超微观构造。不同级别构造形迹的组构分析表明,觉罗塔格韧性变形带的内部组构是对称的,这意味着其成因于对称的构造变形。与主界面平行的大量压性构造形迹的产出,说明该对称组构成因于与垂直变形带(面)的共轴挤压作用,即觉罗塔格韧性变形带是一个韧性挤压带。      

用于地震波场模拟的变网格边长声格固体模型

提出一种新的用于地震波场模拟的变网格边长声格固体模型（Phononiclatticesolidwithvariousgridlength,简称PLSVL模型）．该模型通过改变不同介质中网格的边长来体现介质速度的变化,粒子在所有网格中的运动均保持每一步运行一个网格边长．详细推导了该模型的Boltzmann方程,证明该方程及其散射项的表达式与PLS模型相同,因而从该方程出发,可寻出宏观变量所满足的波动方程．新模型在同种网格内部的传输过程不存在误差,在界面产生的误差不会随时间而积累．本文同时给出了一个理论模型的波场模拟结果．     

Relation of streams, lakes, and wetlands to groundwater flow systems

 Surface-water bodies are integral parts of groundwater flow systems. Groundwater interacts with surface water in nearly all landscapes, ranging from small streams, lakes, and wetlands in headwater areas to major river valleys and seacoasts. Although it generally is assumed that topographically high areas are groundwater recharge areas and topographically low areas are groundwater discharge areas, this is true primarily for regional flow systems. The superposition of local flow systems associated with surface-water bodies on this regional framework results in complex interactions between groundwater and surface water in all landscapes, regardless of regional topographic position. Hydrologic processes associated with the surface-water bodies themselves, such as seasonally high surface-water levels and evaporation and transpiration of groundwater from around the perimeter of surface-water bodies, are a major cause of the complex and seasonally dynamic groundwater flow fields associated with surface water. These processes have been documented at research sites in glacial, dune, coastal, mantled karst, and riverine terrains. Received, April 1998 · Revised, July 1998, August 1998 · Accepted, September 1998     

斜长石组构的显微测量方法及应用

介绍了目前国外用费氏台测量斜长石组构的三种方法：（１）ＢＰＷ图解法;（２）（０１０）,（００１）双面交点法;（３）（０１０）消光角法;并分析了其适用范围及各自的优缺点。最后总结了确定斜长石组构的应用意义;（１）确定滑移系;（２）判断剪切方向;（３）计算地震波速。     

广东省地方防震减灾工作思路与实践

防震减灾的四个环节,包括地震重点监视防御区的工作和实现全省防震减灾十年目标的任务,最终实施都得依赖市,县地地震工作机构的落实。根据广东省的政治,经济,社会发展以有震情特点,介绍了近两个来地方防震减灾工作的思路与实践,为今后的工作有益的借鉴。     

土质滑坡格构锚杆抗滑机制及受力试验研究

通过滑坡防治格构锚固大型物理模型试验,分析了土质滑坡格构锚杆体系在坡顶荷载下的变形和位移,揭示了格构锚杆的抗滑机制,探讨了锚固力与坡体位移及锚杆变形的关系,提出了极限锚固力的计算方法。结果表明：滑坡滑动时,格构梁与坡体整体发生旋转滑移,锚杆在滑面处发生了弯曲变形,处于弯曲和轴向拉伸组合变形状态;格构锚杆的抗滑作用表现为锚杆在滑面处的抗剪抗滑和锚杆格构梁的挡土阻滑;格构锚杆的极限锚固力由初始预应力、锚杆弯曲变形引起锚拉力、坡体位移引起锚拉力三部分组成,可通过公式 计算。该研究结果可为格构锚固体系的优化设计提供一定的参考。