Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide

Landslide-prone slopes in earthquake-affected areas commonly feature heterogeneity and high permeability due to the presence of cracks and fissures that were caused by ground shaking. Landslide reactivation in heterogeneous slope may be affected by preferential flow that was commonly occurred under heavy rainfall. Current hydro-mechanical models that are based on a single-permeability model consider soil as a homogeneous continuum, which, however, cannot explicitly represent the hydraulic properties of heterogeneous soil. The present study adopted a dual-permeability model, using two Darcy-Richards equations to simulate the infiltration processes in both matrix and preferential flow domains. The hydrological results were integrated with an infinite slope stability approach, attempting to investigate the hydro-mechanical behavior. A coarse-textured unstable slope in an earthquake-affected area was chosen for conducting artificial rainfall experiment, and in the experiment slope, failure was triggered several times under heavy rainfall. The simulated hydro-mechanical results of both single- and dual-permeability model were compared with the measurements, including soil moisture content, pore water pressure, and slope stability conditions. Under high-intensity rainfall, the measured soil moisture and pore water pressure at 1-m depth showed faster hydrological response than its simulations, which can be regarded as a typical evidence of preferential flow. We found the dual-permeability model substantially improved the quantification of hydro-mechanical processes. Such improvement could assist in obtaining more reliable landslide-triggering predication. In the light of the implementation of a dual-permeability model for slope stability analysis, a more flexible and robust early warning system for shallow landslides hazard in coarse-textured slopes could be provided.     

基于MODIS数据的青藏高原冰川反照率时空分布及变化研究

冰川反照率对冰川融化具有重要影响,以2000-2013年MODIS的MOD10A1逐日积雪反照率数据资料为基础,分析了青藏高原冰川反照率的时空分布及变化。结果表明：冰川年平均反照率变化范围是0.42（枪勇冰川）~0.75（PT5冰川）,其中夏季平均反照率变化范围是0.45（来古冰川）~0.69（东绒布冰川和古里雅冰川）。冰川反照率空间分布并没有明显的规律性,而冰川反照率的变化速率空间分布规律明显——南部较大往北减小,北部反照率出现增大现象。研究区内大部分冰川反照率呈波动降低的趋势,年平均反照率和夏季平均反照率变化速率最大值都出现在枪勇冰川,分别是-0.015 a^-1和-0.019 a^-1。木吉和木孜塔格冰川年平均和夏季平均冰川反照率都增大,木吉冰川是由于2012年的高反照率引起的,而木孜塔格冰川主要与该地区气温降低、降水增多有关。     

土壤入渗对阜新市北部浅层地下水总硬度影响的淋滤实验

本次室内土柱淋滤实验通过改变Na~+、H~+、NH_4~+浓度来模拟现实生活中不同浓度的生活污水、酸雨及农业施肥灌溉对浅层地下水总硬度的影响过程。实验结果表明淋滤液浓度越高,所对应的淋出液的总硬度峰值就越高。相同浓度的Na~+、H~+、NH_4~+进行土柱淋滤实验时,NH_4~+所对应的淋出液总硬度的峰值最大,H~+次之,Na~+最小且NH_4~+所对应的整个实验用时最短,在相同浓度单一离子作用下NH_4~+对浅层地下水硬度的影响更加明显。     

克拉玛依地区野外地质实习基地建设研究

野外实践教学在地学人才培养中具有重要作用,稳定的实习基地是开展实践教学的前提和基础。克拉玛依所处的准噶尔盆地西北缘地区位于哈萨克斯坦、塔里木与西伯利亚三大板块的交汇处,自晚古生代以来经历了多期次、多阶段长期而复杂的地质演化,褶皱构造、大型纵向走滑断裂构造发育,广泛发育晚古生代花岗岩侵入体和蛇绿混杂岩带,沉积地层连续、完整,沉积构造典型、特征显著,古生物化石丰富,白杨河深切峡谷、河流阶地地貌以及乌尔禾魔鬼城雅丹风蚀地貌各具特色,西北缘油砂矿、紫砂矿、金丝玉等矿藏储量丰富。区域内的地层、古生物、构造、地貌、矿产资源等为克拉玛依工程教育基地各院校的地学类相关专业的野外实践教学提供了丰富的教学资源,是一个理想的野外地质实习基地。     

黔北坳陷高演化海相烃源岩中金刚烷类化合物及其意义

饱和烃气相色谱-质谱联用仪(GC-MS)分析结果显示,黔北坳陷东皇剖面、玉京山剖面下志留统龙马溪组(S1l)烃源岩和黔南坳陷羊跳寨剖面下寒武统牛蹄塘组(?1n)烃源岩中存在C0–4单金刚烷系列、C0–3双金刚烷系列、C0–2三金刚烷系列、C0–1四金刚烷系列和C0–1五金刚烷系列的复杂组合,而在中等成熟的地质样品(镜质组反射率Ro=0.9％～1.4％)中一般仅出现烷基单金刚烷系列或烷基单金刚烷系列与烷基双金刚烷系列的简单组合,表明不同金刚烷类化合物的组合特征是衡量其经历热演化作用强度的定性指标.但黔北坳陷B1井?1n烃源岩和六井剖面上震旦统陡山沱组(Z2ds)烃源岩中缺失此类化合物,这可能与这些老地层经历的热演化作用强度(类镜质组反射率介于4.0％～5.5％之间)超出了金刚烷类化合物的热稳定性极限,并使它们遭到了分解破坏有关.研究区高演化海相烃源岩中金刚烷类化合物的浓度和相关异构体比值均明显高于中等成熟湖相烃源岩,结合类镜质组反射率的实测值判断,表明它们是衡量地质样品中有机质成熟度的有效指标.玉京山剖面S1l烃源岩中高金刚烷类化合物浓度和较低的相关异构体比值,表明此时金刚烷类化合物正大量生成;羊跳寨剖面?1n烃源岩中低的金刚烷类化合物浓度和高的相关异构体比值,说明此时金刚烷类化合物已遭到分解破坏;东皇剖面S1l烃源岩在金刚烷类化合物浓度和相关异构体比值上均介于两者之间,表明此时金刚烷类化合物开始发生明显分解破坏.因此,金刚烷类化合物的组合特征、浓度和相关异构体比值均是反映高演化地区烃源岩有机质成熟度的有效指标.     

Monotonic and cyclic characteristics of K0-Consolidated saturated soft clay under a stress path involving a variable confining pressure

In certain field conditions such as offshore projects under wave loads or embankments under traffic loads, both the vertical and horizontal stresses are variable. However, previous investigations rarely considered the variation in horizontal stress. To better understand the characteristics of natural saturated soft clay, a series of monotonic and cyclic triaxial tests with a K₀-consolidation state were carried out under a variable confining pressure (VCP) stress path. The development of axial strain, pore water pressure and effective stress path is analysed. The results show that with the increase in η (the ratio of the variation in the mean effective principal stress to that of the deviatoric stress), the undrained shear strength (q_f) decreases continuously. The pore water pressure generation is slightly improved under a stress path with increasing confining pressure. Based on the test results, a unified formula was established to predict the pore water pressure under VCP stress paths. The unique p–q–e relationship of normally consolidated clay in monotonic VCP triaxial tests was also demonstrated. Under VCP stress paths, the amplitude of the pore pressure increases, and the effective stress path tilts more sharply to the right. Moreover, a unified formula was established that can provide a good reference for predicting effective stress paths under cyclic VCP triaxial tests.

     

两次强降水过程雨滴谱特征及差异

利用寿县观测站内的Parsivel激光雨滴谱仪结合观测站雨量数据及雷达基数据,分析了发生在2015年6月26—30日梅雨期间和2015年8月7—10日超强台风"苏迪罗"影响期间2次强降水过程的雨滴谱结构特征及其差异,拟合了雨强与雷达反射率因子之间的关系。结果表明:雨强的大小直接影响雨滴谱的特征参量,且随着雨强增大而增大;梅雨锋暴雨中1.0mm直径≤1.5mm的粒子所占比例最多,雨强贡献率最大;台风雨中0.75mm直径≤1.0mm的粒子所占比例最多,但1.0mm直径≤1.25mm的粒子对雨强的贡献最大,说明较大粒子对强降水的贡献较大。     

三江源区大气可降水量时空特征及其与降水关系

利用1979—2016年欧洲中期天气预报中心(ECMWF) ERA-Interim (1°×1°)再分析资料中的经、纬向水汽通量和大气可降水量(precipitation water vapor,PWV)数据,采用相关性分析、趋势分析法、累积距平、IDW等方法,分析三江源地区PWV与水汽通量的时空分布特征、降水转化率(precipitati-on conversion efficiency,PCE)变化规律。结果表明:过去的38 a,经、纬向多年平均水汽通量分别为50. 2、196. 7 kg·m-1·s^(-1),纬向水汽通量气候倾向率比经向大。南边界为纬向主要水汽输入边界,东边界为经向主要水汽输出边界,纬向水汽输送大于经向输送。多年平均PWV为1998. 3 mm,近38 aPWV呈现微弱增加趋势,1979—1997年,PWV呈下降趋势,1998年后PWV呈增加趋势,同期降水也在增加,说明该时段三江源地区气候转湿。PWV与水汽通量的年际变化趋势和转折年相一致。三江源区多年平均PCE为24. 57%,1989年PCE最高,达32. 76%,各季节平均PCE空间分布与年平均PCE分布一致,均表现出南部、东南部高,西部、东北部低的变化特征,各季节PCE大小差异明显,春季多年平均PCE为15. 92%,夏季25. 67%,秋季21. 01%,冬季仅7. 03%。     

中国震积岩研究综述

震积岩是具有特殊震积构造和震积序列的一种灾变性事件岩。近十几年来国内外许多学者在研究、对比现代和古代震积岩成因沉积物后,逐渐认识到震积岩不同于其他类型的沉积岩,震积岩的主要识别标志有震裂缝、地裂缝、断裂递变层、微同沉积断裂、层内褶皱、假结核、液化砂(泥)岩脉、火焰构造及振动液化卷曲变形构造等。对中国震积岩和震积作用、地震——海啸序列、碳酸盐岩振动液化序列与萨布哈震积岩序列、震积岩与震积不整合序列、大陆边缘震积岩序列、陆相断陷湖盆震积岩及垂向序列等研究成果进行了综述。通过岩心观察和描述开展陆相震积岩研究具有重要的地质意义,特别是生油断陷湖盆震积岩的研究具有重要的石油地质意义。     

论影视艺术欣赏的审美关系

影视艺术欣赏是人类在精神上对美的需求且与其对应的、按美的法则建造的“第二自然”,具有审美属性;是一种审美创造与审美关系。从悲剧、悲剧感,喜剧和喜剧感及其审美价值等方面均可印证这一说法。