冻结粉土动强度的荷载效应及长期极限动强度

荷载效应包括速率效应和疲劳效应两部分．速率效应使冻土的动强度和退荷回弹动弹模随应变速率加快而提高;疲劳效应使冻土的动强度随振频增加而下降,但在低应变速率下却使动强度略有提高．在高应变速率下动强度大于静强度,在低应变速度下动强度小于静强度,其间存在一个临界应变速率．通过动强度－破坏振次关系,可确定长期极限动强度．     

鄂尔多斯盆地中部气田奥陶系风化壳气藏天然气来源及混源比计算

对鄂尔多斯盆地中部气田天然气碳同位素资料按不同地区、不同层位进行了分析,认为奥陶系风化壳气藏甲烷碳同位素值与石炭-二叠系气藏的接近,在平面上变化趋势相似,而与风化壳之下奥陶系自生自储的油型气相差较大。奥陶系风化壳气藏的来源是以石炭-二叠系煤成气为主,定量计算表明,在中部气田的大部分地区,石炭-二叠系来源气的比例大于70％。     

油气成藏流体动力系统分析原理及应用

阐述了油气成藏流体动力系统分析的基本原理,把油气成藏流体动力系统分为重力驱动型、压实驱动型、滞流型和封存型四种类型。结合国内外的研究实例,分析了不同类型流体动力系统油气藏形成和分布的规律,强调在不同类型的流体动力系统中,油气藏形成的机理不同,在成藏动力学研究中有不同的侧重点。加强重力驱动型和封存型流体动力系统动力系统油气成藏条件研究对我国南方海相盆地和其它勘探程度较高的盆地深部的油气勘探具有重要意义。     

基于土壤侵蚀遥感调查的河流输沙量的计算

河流泥沙来量的计算是工程水文计算的一个重要组成部分。有水文站观测资料的地方,输潲星的计算比较容易。而对于没有水文站分布或观测资料不足的边远地区,用常规无法计算出输沙星。     

简单剪切——中国活动构造变形主要机制

采用简单剪切对中国活动的构造组合进行解译,提出简单剪切是主要变形机制,着重对简单剪切依据进行了论述,对简单剪切与老构造的关系作了初步讨论,提出需要继续探讨的主要问题。     

城市空间结构演变的空间过程和动力因子分析

城市空间结构是城市地理学、城市规划学的核心研究内容之一。城市空间结构的演变作为一个十分复杂的社会现象，一直受到各方面学者的关注。通过着重分析城市空间结构演变的主要空间过程：空间竞争、空间演替、空间扩散、空间均衡等，并对这些空间经济过程做出横向分析，讨论城市空间结构与城市经济运行之间的内在联系。分析城市空间结构演变的主要动力因子：包括完善的服务和基础设施、土地集约利用、城市产业的人口需求等集聚因子和环境承载力、级差地租、现代技术的发展等离散因子，从而论证集聚力和离心力的交互作用对城市空间结构演变产生深刻影响。     

韧性剪切过程中金沉淀富集的新机制

一般认为,金的沉淀是因为成矿热液在宏观上已达到金络合物失稳、分解的条件。笔者认为金在黄铁矿、毒砂等硫化物矿物中富集的原因,是这些矿物生长时造成了在其生长面附近的微区内会出现Ｅｈ值及（或）Ｓ＾２－、［ＡｓＳ］＾３－等浓度的局部降低,以致引起了金络合物在此微区内的失稳、分解,分解出来的金将就近附着在矿物的生长面上及随后被包围。成矿热液此时在宏观上不一定已达到金络合物的分解条件。韧性剪切过程中石英普遍会     

浙西北地区反转构造初步研究

通过浙西北地区金衢、乌马和杭嘉湖3个地震解译剖面及地表地质的综合分析,指出研究区在以T₂为主变形期的逆冲变形体制之前存在同方向的引张体制,并随后发生反转。通过计算反转比等综合分析,发现其总体反转程度自南东往北西方向逐渐变小,反映出反转后的褶皱冲断变形程度呈现自南东往北西方向变弱之趋势。     

Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditions

Shear behaviour of regular sawtooth rock joints produced from casting plaster are investigated under constant normal stiffness (CNS) conditions. Test results obtained in this investigation are also compared with the constant normal load (CNL) tests. It is observed that the peak shear stress obtained under CNL conditions always underestimates the peak shear stress corresponding to the CNS condition. Plots of shear stress against normal stress show that a nonlinear (curved) strength envelope is acceptable for soft rock joints subjected to a CNS condition, in comparison with the linear or bilinear envelopes often proposed for a CNL condition. Models proposed by Patton (1966) and Barton (1973) have also been considered for the predictions of peak shear stress of soft joints under CNS conditions. Although Patton's model is appropriate for low asperity angles, it overestimates the shear strength in the low to medium normal stress range at higher asperity angles. In contrast, while Barton's model is realistic for the CNL condition, it seems to be inappropriate for modelling the shear behaviour of soft joints under CNS conditions. The effect of infill material on the shear behaviour of the model joints is also investigated, and it is found that a small thickness of bentonite infill reduces the peak stress significantly. The peak shear stress almost approached that of the shear strength of infill when the infill thickness to asperity height ratio (t/a) reached 1.40. This paper also introduces an original, empirical shear strength envelope to account for the change in normal stress and surface degradation during CNS shearing. © Rapid Science Ltd. 1998     

P–Y Curves for Piles Under Seismic Lateral Loads

This paper describes an experimentally based procedure for building dynamic P–Y curves for clays from the Campeche sound in the Gulf of Mexico and for Mexico City clays. Cyclic triaxial and resonant column tests were used to derive hyperbolic stiffness–strain and damping–strain functions that depend on soil plasticity and on relative consistency. The dynamic P–Y curves incorporate these functions and also include hysteretical and geometrical damping characteristics of the pile–soil system; they can be used directly in dynamic interaction analyses of structure–pile–soil systems in the time or the frequency domains. Usual practice relies on pseudo static formulations and a simplified alternative to include P–Y curves in this kind of analysis is also proposed, which is essentially the same as the dynamic ones but does not include radiation or hysteretical damping.