基于稳定性耦合分析法的余王扁边坡稳定性分析

边坡稳定性分析的极限平衡法与有限元法(FEM)的耦合分析法,首先利用有限元法分析获得边坡岩土体的整体应力场,在此基础上利用极限平衡法进行边坡的稳定系数求解。该方法既反映了边坡的稳定和变形之间的关系,又克服了极限平衡法与有限元法的不足,使二者的优点相互补充,获得的稳定系数基于极限平衡理论体系,可以同传统的稳定系数评价体系接轨。以西安市雁塔区余王扁削坡后边坡为例,用稳定性耦合分析法对其进行了稳定性分析,并把分析结果与各种极限平衡法的计算结果进行了比较,证明了耦合分析方法的可靠性和可行性。     

Effects of dynamic shear strength and time-histories stress analysis on newmark sliding block analyses

A simplified procedure for evaluating aseismic stability of slope subjected to earthquake shaking, in which the effect of dynamic shear strength and time-history stress on the yielding angular acceleration of sliding block is taken into account, is presented. The fundamental feature of this procedure is the dynamic shear strength. The numerical computations are performed by using the proposed method. It is shown that the computed sliding displacement for a given core dam, with either method of dynamic shear strength properly considered, is more rational compared with the conventional computational results based on static shear strength.     

斜坡地基上高填方路堤极限承载力研究

结合山区高速公路建设的实践,采用大型室内模型试验,找出了荷载作用下斜坡地基上高填方路堤滑动破坏面出现的位置及形态,并确定了其极限承载力的大小。在通用条分法的理论基础上运用Visual Basic编程语言编制了斜坡地基上填方路堤极限承载力计算程序,并应用于该试验模型的计算分析,计算与试验结果的对比分析表明,利用极限平衡通用条分法不仅简单可行,且具有较高的计算精度。     

Break out resistance of inclined anchors in sand

Inclined anchors are widely used in a variety of civil engineering problems to resist oblique loads, most relevant being in transmission towers and in rocks and dams for structural strengthening. In the present study, the breakout resistance of the inclined anchors in sand has been worked out using limit equilibrium approach. The breakout resistance has been calculated for different soil friction angles with varying relative depth ratio and anchor inclination. The break out factor increases continuously with the inclination of the anchor. A comparison of predicted values of break out resistance of anchors by the proposed analysis with the experimental values as reported by the other researchers showed reasonably good agreement.     

Diffusion Coefficients of Noble Gases in Natural Minerals: An Apparent Experimental Time Dependence Caused by Domain Size Spectra

Noble gas diffusion coefficients in natural minerals are of use for evaluating geochronometric dates and other geochemical data. Usually, they are determined by degassing at elevated temperatures grain powders of natural samples containing radiogenic or cosmogenic noble gases. For conventional evaluations of diffusion parameters from degassing experiments, the grains should be uniform with respect to structure, composition, shape, and size. The shape and size prerequisites can hardly be fulfilled, because even two very narrowly meshed sieves produce spectra of domain sizes, partly because of the inhomogeneity of the minerals. Accurate determination of the actual spectrum is difficult and hardly practicable. Calculations of the fractional gas loss of a sample with a spectrum of domain sizes, presented in this study, show that almost any domain size spectrum leads to apparent diffusion coefficients that depend on the extent of degassing. The exception of this rule is given. The deviation from the physical diffusion coefficient can be several orders of magnitude as shown by examples. This effect, resulting from shape and width of the domain size spectra, possibly is responsible both for the large spread of Arrhenius parameters for the same mineral in the literature and for the deviation from linearity of some published Arrhenius lines. For limited domain size spectra and short degassing times, the formula for fractional gas loss is very similar to the formula of the fractional gas loss of a single domain size. An effective domain radius, which ensures that at least the measured diffusion coefficient for very short degassing times equals the physical diffusion coefficient, is given. In addition, the dimensionless treatment of the problem is presented that leads to a method to determine Arrhenius parameters without knowing the domain size spectrum. Accurate diffusion measurements of samples with a spectrum of domain sizes may also be possible if the domain size spectrum is taken into consideration. To this end the domain size spectra should be approximated by Taylor-expandable functions or by series of discrete domain sizes. For both cases, the formulae are given.     

混凝土重力坝多折面建基面稳定安全分析

研究了重力坝多折面建基面的稳定评价问题,指出现行规范建议公式无法完整计算三维情况下的多折面建基面稳定安全性。为此,在对规范建议的结构极限承载能力验算表达式进行改进和探讨的基础上,采用分项系数对材料参数和作用进行配套处理,导出了基于有限元计算结果的极限平衡准安全系数计算表达式,同时采用强度储备系数法揭示坝体建基面破坏模式和稳定安全度。以极限平衡准安全系数法和强度储备系数法的联合应用构成定值安全度的综合评价体系。工程算例的结果表明,这两种方法判断准则简单适用并相互补充印证,能够较好评价多折面建基面的稳定安全性     

地基承载力确定的一种方法

根据三轴和直剪试验的特点并以Mohr强度理论为基础建立了Mohr包线的曲线形式。基于弹性理论导出了条形地基在均布荷载作用下塑性区方程,根据方程可以确定临塑荷载及塑性区的范围。与基于直线型Mohr-Coulomb准则建立起来的塑性区方程相比,该方程能反映土体抗剪强度增长随正应力增加逐渐趋缓的特点。算例分析表明：按两种方法计算得出的临塑荷载相差不大,塑性区连成一片时的荷载也基本一致;两种方法得出的塑性区的形状极为相似;随荷载增加,塑性区向下发展的速度比按传统方法得出的结果稍慢。     

对青藏高原末次冰盛期降温值、平衡线下降值与模拟结果的讨论

1999年5期《第四纪研究》刊登的“青藏高原冰期环境与冰期全球降温”论文,内容丰富,提出了许多重大问题和新鲜讯息,发人深思。本文就部分内容进行讨论,认为根据新近若干冰期降温值较大的信息,就得出冰期降温幅度为过去认识的两倍的普遍性推断,还为时过早。青藏高原新近研究表明夏季降温值是较小的;冰川平衡线高度取决于以夏季温度为标志所提供的消融热量与全年降雪积累量的平衡,单纯就降温值,不能决定平衡线下降值;全球各地气候、地形差别很大,冰期变化也很悬殊,不存在全球均一的1000m左右平衡线下降值,干旱区的下降值多低于此数。青藏高原末次冰盛期(LGM)冰川堆积(终碛、侧碛)和侵蚀形态(冰斗、槽谷)一般保存良好、形态鲜明,较易识别,近年已获取测年资料,证明过去地貌法判别的LGM冰川规模,并以此决定的LGM平衡线位置基本恰当,当然也有误判者。     

GPS-RTK与常规仪器配合在地质勘探测量中的应用

通过东山坞矿区的测量作业,简要介绍RTK在测量中的强大功能,重点介绍了GPS-RTK在地质勘探测量中的控制测量、工程点测设以及勘探线剖面测量等应用情况。结合常规测量仪器及技术方法,既弥补了RTK在矿山测量的不足,又体现了GPS-RTK的作业优势,同时反映出常规测量仪器不可替代的作用,两者相辅相成,相得益彰。     

稳定同位素分馏蒸汽压效应的计算方法

稳定同位素分馏的蒸汽压效应（vaporpressureisotopeeffects,简称VPIE）,在地球化学和天体化学上有着非常重要的研究意义。大部分情况下,由于轻重同位素体具有不同的蒸汽压,在经历挥发和蒸发过程时,含有重同位素的物种挥发得慢,轻同位素物种挥发得快,最终结果导致凝聚相富集重同位素,气相含有较多的轻同位素。在地球化学上,VPIE直接同非常重要的地学参数——同位素平衡分馏系数仅联系在一起。本文应用Bigeleisen提出的方法,直接将VPIE和约化配分函数比（RPFR）相联系,只需要通过理论计算获得两种物质的简谐振动频率,就能够得到非高压情况下该物质的VPIE。本文以水和硫镉矿（CdS）为例,详细介绍了如何计算蒸发和气化过程VPIE的方法,并指出了其在天体化学和矿床学中的一些潜在应用。