地理信息科学方法论的理论体系研究

地理信息科学是地理学的一个分支,其方法论研究受到科学哲学和地理学方法论的指导,同时也从大量的该学科研究成果、工程项目和软硬件产品中提炼的案例中总结和归纳而来。本文在本学科的时代需求和国家前瞻布局的背景下开展研究。首先阐述了地理信息科学方法论的哲学观和实用观,提出了研究中应该处理好的六个关系;其次,建立了方法论的结构体系,由地理信息本体论、六个科学方法和七个技术方法组成;再次,分析和论证了地理信息的本体特征及其与方法论的关系,最后讨论了地理信息科学方法论的创新机制和策略。     

空间地理信息组织表达方法探讨

随着空间地理信息以及各种新型地图产品在各个领域的广泛应用,人们发现不同时期,应用需求对空间地理信息组织表达的要求是不同的,不同领域和部门对地理信息的组织表达方式也是不同的。但是,目前空间地理信息的共享和互操作、空间地理信息的多尺度分析与表达等,都要求空间地理信息的组织与表达要科学、合理和规范,否则难以满足测绘信息服务化及信息化测绘体系的建设。本文以交通类信息组织表达为例,详尽阐述当前空间地理信息组织表达的现状,分析其原因,并提出了解决这一问题的思路和方法,为今后信息化测绘体系建设、数据库数据组织和地理信息表达,提供理论和方法借鉴。     

Study on Holocene Paleoearthquakes in Xizhang Trench on the Jiaocheng Fault Zone,Shanxi Province

Xizhang trench is located 10 km northwest of Taiyuan city, Shanxi Province, in front of a NNW-trending scarp of 4.6m height on the northern segment of the Jiaocheng fault zone. The dimensions of the trench are 108m in length, 8m in width, and 10m in depth. There are 18 horizons revealed in the trench. The upper strata are sandy loam; the upper strata of the downthrown block of the fault are gravels, the lower ones are an interbed of brown loam and sandy loam. The strata on the upthrown block of the fault are sandy loam containing gravel. The trench shows 3 fault planes, and the upper offset point on the fault plane is 1.5m below the ground surface, the newest dislocated stratum is （3.74±0.06） ka BP. The trench reveals a lot of deformation traces, such as fault planes, dislocated strata, colluvial wedges and formation tilting. The relationship between strata and faults in the trench shows that 3 paleoearthquake events have occurred at the Jiaocheng fault zone since the Early Holocene, they are about （3.74±0.06）- （3.06±0.26）ka BP, （8.35±0.09）ka- （3.74±0.06）ka BP, and（ 10.66±0.85） - （8.35±0.09）ka BP. The average interval among the events is 2.6 - 3.6ka. The minimum coseismic vertical displacements of the 3 events are 3.0m, 2.5m and 3.2m, respectively. The significance of Xizhang trench is that the Jiaocheng fault used to be active thousands of years ago, though there is no M ≥ 7.0 earthquake recorded in historical documents. Evidence of new Jiaocheng fault zone activity during the Holocene is important for the earthquake safety assessment of Taiynan city in the future.     

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Geochemical Characteristics and Genesis Analysis of Deju Basalt in Midu County,Western Yunnan

Doklady Earth Sciences - Deju basalts is a characteristic volcanic association and was first founded in the 1 : 50 000 regional geological survey. There is no previous...     

DO4事件的精确定年及亚旋回特征: 来自福建龙岩仙云洞石笋的证据*

DO4事件(Dansgaard-Oeschger event 4,简称DO4事件)是发生在MIS3阶段后期的1次明显升温事件。根据福建仙云洞石笋(编号XYⅢ-28)300~500 mm层段6个高精度²³⁰Th年龄和188个氧同位素数据,获得了29.13~27.94 kyrB.P.时期平均分辨率达7 yr的东亚夏季风强度的演变过程数据。该石笋 δ¹⁸O 记录的DO4事件起止时间为28.83±0.06~28.46±0.06 kyr B.P.,持续时间为0.37±0.06 kyr。相对基于GICC05年层计数时标NGRIP冰芯 δ¹⁸O 记录在DO4开始阶段的突变特征,仙云洞石笋记录的DO4事件开始阶段 δ¹⁸O 值在145±60 yr内偏负0.4‰,表现为相对缓慢的变化特征,这说明仙云洞所处的中国东南沿海地区有可能受到热带低纬海气耦合的影响。此外,仙云洞石笋 δ¹⁸O 记录揭示了在DO4事件内部及附近存在一系列的百年至十年际尺度夏季风增强事件,与格陵兰冰芯 δ¹⁸O 记录、阿拉伯海海盆反照率记录的DO4事件亚旋回结构在定年误差范围内相对应,表明东亚夏季风强度与北高纬温度变化和ITCZ(赤道辐合带)位置移动在百年至十年际尺度上存在紧密的联系。     

堆积阶地古老滑坡识别方法及其在线状工程地质勘察中的应用

阶地型古老滑坡体形成后,长期受各种营力影响,导致古老滑坡地貌形态破坏严重甚至消失。目前遥感技术和普通工程地质调绘很难发现这些滑坡的存在,给工程建设和后期运营造成较大安全隐患。为准确识别形态特征不明显的古老滑坡体,从阶地物质结构特征演变入手,找到阶地受剪切破坏产生的典型物质结构特征,将地层结构错断、卵砾石异常定向排列、摩擦镜面和泥包粒的眼球构造等作为滑坡准确识别依据。首先采用沿沟谷进行工程地质测绘的纵横交错追踪法确定滑坡体纵向范围和滑面形状,再结合地貌特征推测各级、块滑坡平面范围和分布,最后用点状勘探工程验证和校正推测结论。可将其总结为由"地貌异常、沿沟追踪、面上推断、点状校验"组成的阶地型滑坡识别方法,即物质结构异常推断法。结合线状工程勘察设计各阶段工作特点,提出线状工程前期工作中阶地型滑坡识别步骤,并在临渭高速公路工程建设项目中取得成功应用。     

The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests

In order to reduce the effects of the low strength and high compressibility of soft soil, geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of high-speed railways. Though its reinforcement effect is proved acceptable in practices so far, it is unclear whether it will keep this performance as the train speed continues increasing. Since it is impossible to study the problem in field tests, only mathematical and physical models can be used. However, the nonlinear behaviour of the soft soil complicates the use of analytical models. Therefore, this paper presents a small-scale model test to study the possible changes in stress distribution and deformation in the GRPF under increasing dynamic loads. One test with a natural foundation, without piles or geosynthetic, shows the difference with a similar construction with GRPF foundation. Furthermore, three GRPF tests show the influence of the embankment thickness. The results show the long-term dynamic loading significantly affects the dynamic stress and displacements of the subsoil between the piles of the GRPF. This effect can be divided into three stages with an increasing level of load amplitude: no impact, advantageous impact, and adverse impact. When the dynamic load reaches the adverse impact stage, the long-term dynamic loads reduce the dynamic pile–soil stress ratio, which means that more soil settlement will develop, because more dynamic stress is applied to the soft soil. The test results show that the reduction in dynamic stress on the subsoil in the GRPF construction is clearly lower than the dynamic stress on the natural foundation, due to the existence of rigid piles. Moreover, a thicker embankment gives significantly lower dynamic stresses on the subsoil between the piles. For the thickest embankment tested, the adverse impact stage was not found at all: the arching kept enhancing under long-term dynamic loading with high load amplitudes.

     

煤及非煤的界定研究

目前,我国对煤的定义似乎很明确,但在实际应用中会遇到煤与非煤的界定问题,其势必影响到煤炭的合理划分及应用。为此从煤的沉积及变质演化入手,明确煤与炭质泥岩、天然焦、石墨等演化关系,进而从其相互间的物质成分差异、变质程度及宏观与显微特征差异加以界定,初步总结出划分煤及其相邻非煤类别的灰分、水分、变质程度、宏观和显微的差异特征,为后续煤和邻近非煤划分提供理论参考。     

Granular soils: from DEM simulation to constitutive modeling

Acta Geotechnica - In this study, the distinct element method (DEM) was employed to numerically explore the mechanical responses of granular soils and to extract key components for an elastoplastic...