加肋土工膜与砂土界面特性研究

高密度聚乙烯（high-density polyethylene,简称HDPE）土工膜与土之间的抗剪强度较低是填埋场沿底部衬垫失稳的一个重要的原因。尽管糙面土工膜与黏土之间的摩擦系数较大,但随着应力积累,糙面土工膜很容易被拉裂,或者由于表面的颗粒被磨掉而使界面摩擦性能降低。在传统土工膜的基础上,提出了一种非满布单层加肋土工膜,并进行大量的界面直剪试验,研究在不同正应力和加肋间距下土工膜与砂土之间的界面特性、强度特性。试验结果表明,条状土工膜提高的是黏聚力,其内摩擦角有所下降,而块状土工膜黏聚力和内摩擦角都有很大程度的提高;随着加肋间距的减小,黏聚力逐渐的增大,而内摩擦角超过一定值后,又随着加肋间距的增加逐渐减小,这说明加肋间距存在一个最优值。加肋土工膜相比于光面土工膜、糙面土工膜,在提高界面抗剪强度的同时,依旧保持其较好抗拉裂性能,是一种较好的新型土工合成材料。     

北山成矿构造背景概论

北山地区可划分为星星峡-明水-旱山微板块和敦煌微板块,二者以红柳河-牛圈子-洗肠井缝合带为界。古陆裂解初期的寒武纪浅海具有形成磷钒铀锰沉积矿产的有利背景;奥陶纪洋盆和弧后盆地具备形成海相火山-沉积岩系有关铜锌矿的有利背景,被动陆缘裂谷具备形成海相沉积岩系有关铅锌银矿的有利背景;志留—泥盆纪岛弧火山建造具备形成斑岩铜矿的有利背景;石炭—二叠纪陆内裂谷具备形成火山沉积铁矿、斑岩铜矿、基性-超基性岩有关铜镍矿的有利背景;各单元古陆壳活化重熔型花岗岩具形成钨锡稀有金属矿的有利背景。     

初始中主应力系数对中密粉煤灰动模量阻尼比影响的试验研究

利用土工静力-动力液压三轴-扭转多功能剪切仪,开展了在三向非均等固结状态下的饱和中密粉煤灰循环扭剪试验。着重探讨了初始中主应力系数对饱和中密粉煤灰的动模量和阻尼比特性的影响。试验结果表明：初始中主应力系数对粉煤灰动剪切模量有一定的影响,对阻尼比没有影响。根据仪器量测系统的特点,采用了大小位移计联合测量角位移的方法,不仅能够提高测试精度,而且能够获得完整的动模量和阻尼比随动剪应变幅值的变化过程。     

ArcGIS证据权模型在铜矿成矿预测中的应用 ——以博格达-哈尔里克成矿带为例

本文选择博格达-哈尔里克一带作为研究区,从区域成矿地质背景入手,鉴于该地区已知成型铜矿床较少,成矿规律研究薄弱,故作者采用ArcGIS平台下的证据权模型(WofE),以数据驱动方式为主,从断裂构造、沉积岩相与建造、火山岩建造、侵入岩岩性等方面,以学生化反差S(C)作为有利因子衡量指标,对各控矿因素进行影响程度分类,利用加权逻辑斯回归模型计算成矿后验概率,根据后验概率值的大小进行成矿远景区的圈定和分级,在博格达-哈尔里克成矿带内共圈定7个成矿远景区。最后结合区域化探资料进行了验证,结果显示所圈定的铜矿成矿远景区内化探异常明显,与Cu元素异常套合较好,说明ArcGIS证据权模型能很好地为区域矿产预测提供良好的技术支撑,为研究区铜矿找矿方向提供理论依据,文中所总结的基于ArcGIS平台的证据权计算方法流程也为区域矿产预测提供了方法借鉴。     

S-wave velocity images of the Dead Sea Basin provided by ambient seismic noise

Based on passive seismic interferometry applied to ambient seismic noise recordings between station pairs belonging to a small-scale array, we have obtained shear wave velocity images of the uppermost materials that make up the Dead Sea Basin. We extracted empirical Green’s functions from cross-correlations of long-term recordings of continuous data, and measured inter-station Rayleigh wave group velocities from the daily correlation functions for positive and negative correlation time lags in the 0.1–0.5 Hz bandwidth. A tomographic inversion of the travel times estimated for each frequency is performed, allowing the laterally varying 3-D surface wave velocity structure below the array to be retrieved. Subsequently, the velocity-frequency curves are inverted to obtain S-wave velocity images of the study area as horizontal depth sections and longitude- and latitude-depth sections. The results, which are consistent with other previous ones, provide clear images of the local seismic velocity structure of the basin. Low shear velocities are dominant at shallow depths above 3.5 km, but even so a spit of land with a depth that does not exceed 4 km is identified as a salt diapir separating the low velocities associated with sedimentary infill on both sides of the Lisan Peninsula. The lack of low speeds at the sampling depth of 11.5 km implies that there are no sediments and therefore that the basement is near 10–11 km depth, but gradually decreasing from south to north. The results also highlight the bowl-shaped basin with poorly consolidated sedimentary materials accumulated in the central part of the basin. The structure of the western margin of the basin evidences a certain asymmetry both whether it is compared to the eastern margin and it is observed in north–south direction. Infill materials down to ∼8 km depth are observed in the hollow of the basin, unlike what happens in the north and south where they are spread beyond the western Dead Sea shore.     

Les orthomicaschistes,produits de la déformation cisaillante ductile synmétamorphe de granites avec transfert de matière : principaux caractères et exemples dans la chaîne varisque du Sud de la France

Résumé

Dans le segment varisque français, les associations d’orthogneiss et de micaschistes sont généralement interprétées comme correspondant originellement soit à des couples socle granitique -couverture pélitique, soit à des granités intrusifs dans un encaissant pélitique, soit encore à des séries détritiques ou volcano-détritiques. Certaines d’entre elles résultent en fait de la déformation cisaillante ductile hétérogène synmétamorphe d’anciens granités, associée à d’importants transferts de matière.

Cette interprétation se fonde essentiellement sur la reconnaissance dans des zones de cisaillement ductile de passages progressifs entre orthogneiss et micaschistes. Cette évolution, qui correspond à une séquence blastomylonitique ou sub-blastomylonitique, est caractérisée par une recristallisation complète, ou quasi-complète, dès le stade orthogneiss, accompagnée par une modification chimique marquée par une perte en Si, Ca et Na et une concentration corrélative en Al, Fe, Mg et Ti. Une telle évolution aboutit à des orthomicaschistes, roches entièrement recristallisées et à foliation bien définie, distincts des phyllonites et analogues aux « micaschistes rétrogrades ». Les associations métagranites - orthogneiss - orthomicaschistes reconnues occupent des surfaces allant de 50 à 500 km2 et l’épaisseur des nombreux niveaux d’orthomicaschistes va de quelques centimètres a plusieurs hectomètres.

En conséquence, dans les régions affectées par une intense déformation cisaillante ductile synmétamorphe, les transformations de granités peuvent être plus variées, plus importantes et plus généralisées qu’on ne l’admettait jusqu’ici.     

Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting

During horizontal directional drilling and pipe bursting installations, the shear forces between the pipe and the surrounding soil play a major role in the tensile loads and stresses experienced by the pipe. The magnitudes and variations in the shear forces are controlled by the pipe-soil interaction characteristics. This paper discusses the shear interaction between the pipe and the soil during those trenchless installations. A pipe-soil interaction mechanism is described that quantifies the relationship between the shear force and shear displacement, as well as the shear force at which sliding takes place. A simple analytical approach, as well as a finite element procedure, is employed to provide guidelines on practical values of the pipe-soil interaction stiffness and to investigate the effect of some soil and geometric parameters on the interaction stiffness magnitude.     

Numerically observed shear bands in soft sensitive clays

The numerical challenges that arise in modelling shear bands in soft sensitive (SS) clays have not yet been fully resolved. Convincing and well-accepted solutions have yet to be found. This paper presents some novel information related to the shear band phenomenon in SS clays. In this study, the hypothesis is that the generation and dissipation of excess pore pressure from shear bands could regularise the strain softening and result in a mesh independent shear band thickness. The generation and dissipation of excess pressure is modelled by a coupled consolidation process. The simulation aims at modelling two counteracting mechanisms in the SS clay. First, the shear band narrows because of strain softening. Second, the internal pore water pressure drainage reduces the rate of strain softening. This counteracting mechanism provides an inherent regularisation technique for SS clays. This study presents some numerical results involving these two counteracting mechanisms. This study also shows that an inherent internal parameter applicable for SS clays can be defined by the ratio between soil permeability and the applied strain rate. In the case of SS clays, the range of this parameter varies from 0 to 0.0002 mm.     

粉质粘土中的刚性桩在横向载荷作用下失稳的模型试验研究

为解释横向载荷作用下刚性桩的失稳机理,针对桩头自由的刚性桩做了一系列横向加载试验。基础土为粉质粘土,含水量介于9.85 %～13.85 %之间。由载荷-位移全过程曲线发现,刚性桩在横向载荷达到一定值时会失稳;由试验录像及土体剖面发现,由于土体的软化破坏,在桩后土体内会出现贯穿的局部破坏并形成一楔体,同时在土面伴随一不完全的椭圆形鼓包及一条平行于加载方向的拉伸裂缝,而在桩前土中,由于桩的挤压会形成一条侵彻沟。分析认为,对大位移刚性桩桩后土体的破坏是桩失稳的根本原因。