暗挖隧道注浆-降压联合地下水控制技术

动水条件下承压水的注浆止水及加固问题,是暗挖隧道地下水控制的重要难题,在浆液配比、注浆参数等方面的设计施工经验较少。以某地铁区间联络通道的地下水控制工程为背景,结合该通道地质条件复杂、承压水头高、突涌水量大等施工现状,基于注浆-降压联合的地下水控制思路,探索了高承压水头条件下的WSS双液注浆止水施工技术,并通过现场探测和地面沉降监测研究其止水加固效果。结果表明,采用注浆-降压联合的地下水控制及加固方案,在显著承压性的地下水含水层注浆止水加固中取得了良好的效果,既能够保证地下通道的注浆过程顺利进行,又能确保地下水治理效果,并遏制围岩的变形发展,各部位变形均满足控制指标。     

有关湖泊沉积137Cs深度分布资料解译的探讨

讨论了国内有关湖泊沉积^137Cs断代资料解译的一些问题。一些高寒地区的湖泊,上世纪60年代主核爆期以后,入湖泥沙的^137Cs含量变化不大,因此沉积剖面^137Cs浓度达峰值后无明显降低趋势。一些浅水湖泊,由于人类活动扰动湖底表层泥沙,剖面表层泥沙的^137Cs浓度比较均一。根据核尘埃沉降监测资料,中国湖泊沉积应存在明显的1963年^137Cs蓄积峰,不应存在所谓的1974年^137Cs次蓄积峰,可能存在不很明显的1986年次蓄积峰。沉积剖面中^137Cs浓度的深度变化,不仅和”’CS大气沉降通量变化有关,也和流域内近几十年来的环境变化有关,1963年以后的^137Cs次蓄积峰的确定要慎重。黔中红枫湖沉积物^137Cs面积活度高于滇西湖泊,主要是由于石漠化严重的喀斯特山地,裸岩面积大,裸岩坡地几无土壤吸附^137Cs尘埃,核爆期间^137Cs降尘随降雨径流直接流失进入湖泊比例高的缘故,不是青藏高原的大气污染物散落屏蔽效应的结果。     

黄河源地区草地退化空间特征

利用黄河源地区1985年和2000年1：100000土地利用／覆被数据,结合1：250000DEM、道路和居民点数据与野外调查资料,分析草地退化与坡向、海拔及距道路和居民点距离之间的关系．探讨黄河源区15年间土地覆被变化特征与规律。结果表明,退化草地占源区总面积的8．24％,冬春季牧场退化率显著高于夏季牧场：草地退化是黄河源区研究时段内土地利用／覆被变化最主要的特征。草地退化表现为：①阳坡退化率高于阴坡;②受人口密度影响,草地退化率与海拔高度成反比,相关系数为．0．925;③距离居民点越近。退化率越高。尤其当与居民点距离≤12km时,草地退化率与其相关系数高达-0．996;④在距道路4km以内．草地退化率与道路距离成反比．相关系数高达-0．978。1985年以来,源区的草地退化有自然因素的影响．但人类活动的影响仍起主导作用。科学地减少当地居民对草地的过分依赖是解决脆弱的江河源区环境退化的根本。     

表层雪中稳定同位素季节变化及其与水汽输送的关系——以天山乌鲁木齐河源1号冰川积累区为例

根据2002年9月至2005年12月在天山乌鲁木齐河源1号冰川积累区采集的表层雪样品,揭示了该区表层雪中δ<'18>O值的季节变化特征,讨论了水汽输送对降水中δ<'18>O值变化的影响.研究表明,天山乌鲁木齐河源1号冰川表层雪中δ<'18>O值季节变化显著,变幅可达12.59‰左右,其变化趋势和气温的变化趋势基本一致,...     

金塔盆地地下水演化及地球化学模拟

以水化学和地球化学模拟技术相结合,研究了金塔盆地地下水化学演化规律.结果表明,金塔盆地地下水矿化度(TDS)由最南端的398 mg/l过渡到东北部5 280 mg/l.盆地深层地下水由南部的SO24- - HCO3- - Mg2+型过渡到北部的SO24- - Mg2+型,浅层地下水北部为SO24+ - Na+型.地下水...     

Focal Mechanism Solutions and Stress Field Inversion of Moderately Strong Earthquakes in the Northern Tianshan Area

Using the focal mechanism solutions of 24 moderately strong earthquakes in the northern Tianshan area, we carried out system cluster and stress field inversion analysis. The result indicates that, the focal mechanism solutions of moderately strong earthquakes are mainly dipslip reverse faulting in the northern Tianshan area. The principal rupture planes of earthquakes are NW-oriented. It is basically consistent with the strike of earthquake structure in its adjacent area. The direction of the principal compression stress P axis is nearly NS, and its inclination angle is small; while the inclination angle of the principal extensional stress T axis is large. It shows that the regional stress field is mainly controlled by the near-NS horizontal compressive stress. The direction of the maximum principal stress shows a gradation process of NNE-NS-NW from east to west.     

Experimental research on physical properties of saline soil subgrade filler in Chaerhan region

In order to improve the engineering stability of saline soil of high chloride content in the Chaerhan salt lake region, six typical characteristics saline soil samples were selected, and tests on their...     

塔里木河下游胡杨径向生长量对生态输水的响应

 以塔里木河下游的胡杨径向生长量为研究对象,借鉴树木年轮水文学的方法,采用单因素方差分析方法,从数理统计学的角度分析了胡杨径向生长量对生态输水的响应过程。结果表明: ①距离河道300 m范围内,生态输水前后及输水期间各年份之间,胡杨的径向生长量在0.001的水平上差异极显著,胡杨对生态输水的响应非常积极; ②距离河道300 m范围外,胡杨的径向生长量在0.05的水平上差异不显著,胡杨对生态输水的响应不积极; ③线性的生态输水只是缓解了河道附近植被的衰退,改善了局部生态环境,却无法从根本上缓解整个塔里木河下游生态环境的恶化,塔里木河下游的生态环境呈现出局部改善、整体恶化的趋势。     

Millennial-scale evolution of Hunshandake Desert and climate change during the Holocene in Inner Mongolia,northern China

The Hunshandake Desert is located at the northern edge of the East Asian monsoon region,and its natural environment is sensitive to monsoonal changes.Geologic records suggest that desert evolution corresponding to climate change had experienced several cycles in the Holocene,and the evolutionary process can be distinguished by four dominant stages according to changing trends of the environment and climate.(1) Holocene Ameliorative Period(11.0-8.7 cal ka B.P.),when the desert area gradually shrank following an approaching warm-wet climate and strengthening summer monsoon.(2) Holocene Optimum(8.7-6.0 cal ka B.P.),when the majority of moving sand dunes were stabilized and vegetation coverage quickly expanded in a suitable warm-wet climate and a strong summer monsoon.(3) Holocene Multivariate Period(6.0-3.5 cal ka B.P.),during a low-amplitude desert transformed between moving and stabilized types under alternating functions of cold-dry with warm-wet climate,and winter monsoon with summer monsoon.(4) Holocene Decay Period(since 3.5 cal ka B.P.),when the desert area tended to expand along with a weakened summer monsoon and a dry climate.     

Coupled three-dimensional discrete element–finite difference simulation of dynamic compaction

Discrete element method has been widely adopted to simulate processes that are challenging to continuum-based approaches. However, its computational efficiency can be greatly compromised when large number of particles are required to model regions of less interest to researchers. Due to this, the application of DEM to boundary value problems has been limited. This paper introduces a three-dimensional discrete element–finite difference coupling method, in which the discrete–continuum interactions are modeled in local coordinate systems where the force and displacement compatibilities between the coupled subdomains are considered. The method is validated using a model dynamic compaction test on sand. The comparison between the numerical and physical test results shows that the coupling method can effectively simulate the dynamic compaction process. The responses of the DEM model show that dynamic stress propagation (compaction mechanism) and tamper penetration (bearing capacity mechanism) play very different roles in soil deformations. Under impact loading, the soil undergoes a transient weakening process induced by dynamic stress propagation, which makes the soil easier to densify under bearing capacity mechanism. The distribution of tamping energy between the two mechanisms can influence the compaction efficiency, and allocating higher compaction energy to bearing capacity mechanism could improve the efficiency of dynamic compaction.