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Anti-plane （SH） waves diffraction by cavity： analytical an underground semi-circular solution

Diffraction of a two-dimensional (2D) semi-circular cavity in a half-space under incident SH-waves is studied using the classic wave function expansion method with a new de-coupling technique. This so-called “improved cosine halfrange expansion” algorithm exhibits an excellent performance in reducing displacement residual errors at two rim points of concern. The governing equations are developed in a manner that minimizes the residues of the boundary conditions. Detailed derivation and analysis procedures as well as truncation of infinite linear governing equations are presented. The semi-circular cavity model presented in this paper, due to its simple profile, is expected to be used in seismic wave propagation studies as a benchmark for examining the accuracies of various analytical or numerical methods for mixed-boundary wave propagation problems.     

Fault plane parameters of Tancheng M8? earthquake on the basis of present-day seismological data

The great Tancheng earthquake of M8? occurred in 1668 was the largest seismic event ever recorded in history in eastern China. This study determines the fault geometry of this earthquake by inverting seismological data of present-day moderate-small earthquakes in the focal area. We relocated those earthquakes with the double-difference method and found focal mechanism solutions using gird test method. The inversion results are as follows: the strike is 21.6°, the dip angle is 89.5°, the slip angle is 170°, the fault length is about 160 km, the lower-boundary depth is about 32 km and the buried depth of upper boundary is about 4 km. This shows that the seismic fault is a NNE-trending upright right-lateral strike-slip fault and has cut through the crust. Moreover, the surface seismic fault, intensity distribution of the earthquake, earthquake-depth distribution and seismic-wave velocity profile in the focal area all verified our study result.

     

平面应变条件下网格状带齿加筋砂的强度分析

网格状带齿加筋是H-V加筋的一种表现形式,根据水平筋形式的不同(孔洞的大小及数目)、齿筋高度的变化,在不同围压下对网格状带齿加筋砂进行了多组平面应变试验。研究了孔洞、齿筋高度以及围压对网格状带齿加筋砂土强度的影响;依据试样的破坏情况,分析了网格状带齿加筋附加约束力的组成,包括网格水平筋与土体之间的摩擦力,孔洞的紧箍作用,齿筋端部与土体的摩擦力以及齿筋的侧阻力;在传统水平筋强度理论的基础上,建立了平面应变条件下网格状带齿加筋砂发生摩擦型破坏时的强度公式,并与试验值进行了对比验证,结果表明二者较为接近     

Surface motion of a semi-elliptical hill for incident plane SH waves

A closed-form analytical solution of surface motion of a semi-elliptical cylindrical hill for incident plane SH waves is presented. Although some previous analytical work had already dealt with hill topography of semi-circular and shallow circular, our work aims at calculating surface motion of very prolate hill for high incident frequency, and explaining the special vibrating properties of very prolate hill. Accuracy of the solution is checked by boundary conditions, numerical results for surface motion of oblate and prolate hills are calculated, and some conclusions are obtained.     

基于模糊综合评判的路基易滑岩层优势结构面研究

优势结构面理论已逐渐在岩土工程中应用。首次将物元模糊耦合评价方法应用于岩体优势结构面的确定中,提出基于物元可拓法的模糊综合评判模型。该模型把易滑岩层的结构面状况作为物元的事物,以结构面的各项几何、物理参数指标及其相应的模糊量值构造复合模糊物元,通过关联度计算,实现对优势结构面的判定。该模型能很好地处理易滑岩层优势结构面计算过程中岩土体性质、规模、产状、分形优势指标及活动状况等不确定的模糊因素,为路基易滑岩层优势结构面的评判提供了一种新途径。此方法克服了传统方法确定优势结构面只考虑数量优势而忽略质量优势的缺点,使结构面评价更合理。通过介绍这种方法的基本理论和操作步骤,并在一工程实例中加以运用。可以看出,该模型有效地保证了工程优势结构面计算中评判的客观性和指标的相容性,大大提高了计算的精度与效率。     

平面应变条件下水泥土强度特性试验研究

通过水泥土平面应变试验和三轴压缩固结排水试验（CD试验）,对水泥土力学特性进行研究,讨论两种试验条件下水泥土的应力-应变曲线变化特点和强度特性。试验结果表明,水泥土的应力-应变曲线为软化型,软化程度与围压有关,平面应变条件下水泥土软化明显;CD试验和平面应变试验的强度破坏线均为直线,可用摩尔-库仑强度准则来描述;两种试验条件下的残余强度均随围压的增加呈线性增大,其中平面应变试验残余强度高于CD试验,残余强度与峰值强度的比值随围压的增大而增大,增大速率减小;平面应变条件下,水泥土的破坏强度约为三轴CD试验的1.4～1.6倍。从微观结构和能量守恒原理解释了CD试验和平面应变试验水泥土软化成因,认为水泥水化物等凝胶材料是水泥土软化的主要因素,且中主应力的存在使水泥土软化更加明显     

顺斜向坡变形破坏特征研究

本文通过对黄河上游某水电站坝前坝后顺斜向坡变形破坏特征的分析,提出了顺斜向坡的变形破坏类型分类,并对边坡产生旋转滑移破坏的临界条件作了分析。     

坝基岩体错位的发现与分析

由寒武系坚硬白云岩组成的汾河二库坝基开挖后,岩体沿顺层开裂面发生错位,错位波及几乎整个坝基,错距达1～7cm.本文对坝基岩体错位进行了分析研究,认为岩体错位是基坑开挖后地应力释放的结果。     

张性结构面的力学性质与主应力关系解析

依据弹性理论分析了张性结构面的应力,应变与两向主应力的对应关系。笔者认为在挤压应力条件下,甚至双向挤压应力作用下,完全有可能在最大主压应力方向两侧一定角域内产生张性或张扭性结构面。在两向压缩应力作用下,只有当σ２／σ１≥０．５时,才不会有张性构造区域出现。