敦煌-格尔木铁路沿线风动力环境特征

敦煌-格尔木铁路沿线地形复杂、起沙因素多变、沙源丰富，沙害问题日益严重。目前对其风沙活动规律还未有研究，不利于防沙工作的开展。为此，通过对自北向南的5个观测点（S1、S2、S3、S4、S5）风速和风向的观测、计算和分析，利用平均风速、起沙风况及输沙势对敦格铁路沿线的风动力环境特征进行研究。结果表明：S5、S4和S3的风况对铁路风沙灾害防治意义较大。S5年平均风速、起沙风频率和输沙势最大，春季风沙活动最为强烈，且风向单一、风力强劲，风沙运动方向基本与铁路垂直，沙粒易在铁路附近堆积。S4夏季风沙活动最为强烈；S3春季风沙活动最为强烈，且风向单一，S4和S3的风沙运动方向与铁路夹角小于90°，附近沙源广阔，铁路易受风沙侵蚀，阻碍交通运营。     

Characteristics of Spatial and Temporal Variations of Monthly Mean Surface Air Temperature over Qinghai-Tibet Plateau

1 Introduction The Qinghai-Tibet Plateau, known as the highest plateau with the most complex topography in the world, covers an area of more than 200km2, with a mean elevation of more than 4000m a.s.l. (Ye and Gao, 1979). Surrounded by the Earth’s highest mountains, such as the Himalayas, Pamir, Kunlun Mountains, the plateau plays a significant role in climate change in China even in the world, thus attracted great attention of researchers. Up to now, many achievements have been gained by…     

青藏块体东北缘地壳水平运动状态

应用青藏块体东北缘1999～2003年多期GPS观测资料，计算了不同时段GPS点水平运动速率。通过分析发现：甘青块体可分为东部块体和西部块体，东、西部块体的运动状态存在明显的差异；受2001年11月14日昆仑Ms8．1地震的影响，震后地壳运动状态发生了明显的改变。     

Motive force of Qinghai-Tibet Plateau moving to east

A calculation formula on spherical pattern of Qinghai-Tibet plateau moving model is established. Tibet massif moves norward by east in speed of 28 mm/a, Ganshu-Qinghai massif moves to northeast in speed of 15 mm/a, Qomolangma Feng moves northward by a few east in speed of 35 ～42 mm/a. The low latitude perimeter is longer than the nigh latitude perimeter. When the Tibet massif moves northward, its latitude perimeter must be contracted and the Tibet massif must move eastward by Coriolis. Coriolis force is inertial in earth rotation. It makes the fall body turning to east and the rising block turning westward. In the Northern Hemisphere, it makes the northward body turning to east and the southward block turning to west.This is the reason why the tectonic zones of western Pacific are different from those of eastern Pacific.     

青藏高原甜水海盆地MIS 3阶段湖泊沉积与环境变化

青藏高原西北部甜水海盆地地处内陆干旱区和喀喇昆仑山的东侧雨影区,气候环境极端干旱。但多次考察结果揭示晚更新世时期存在着大湖和高湖面的地质证据。为了探讨该地区过去气候与环境的演变历史,在甜水海盆地(海拔4840m)进行钻探采得沉积岩芯56.32m(TS95),通过对沉积岩芯其中一段的粒度、生物、同位素及地球化学多指标综合分析,探讨了MIS3时期甜水海地区气候环境演化过程。沉积岩芯显示沉积物岩性变化频繁,记录着湖面多次波动、沉积环境多变的演化过程,分别在59～56kaB.P.,49～47kaB.P.,45～41kaB.P.,35.5～34.0kaB.P.和28～25kaB.P.期间存在高湖面和湖水稀释。在其多环境指标的记录中,Heinrich事件和D-O旋回均有反映,揭示了全球变化信号在研究区的响应。同时,不同高湖面阶段内部环境波动也较明显,差别较大,其产生原因也各有不同,归结为3种情况:1)由于气候变暖导致冰雪融水补给增加而产生的高湖面;2)由于冷湿气候导致的高湖面;和3)由于暖湿气候导致的高湖面。本研究揭示出了MIS3时期气候频繁波动的特征和气候的不稳定性。     

Late Cenozoic Stratigraphy and Paleomagnetic Chronology of the Zanda Basin, Tibet, and Records of the Uplift of the Qinghai-Tibet Plateau

The characteristics of Late Cenozoic tectonic uplift of the southern margin of the Qinghai- Tibet Plateau may be inferred from fluvio-lacustrine strata in the Zanda basin, Ngari, Tibet. Magnetostratigraphic study shows that the very thick fluvio-lacustrine strata in the basin are 5.89- 0.78 Ma old and that their deposition persisted for 5.11 Ma, i.e. starting at the end of the Miocene and ending at the end of the early Pleistocene, with the Quaternary glacial stage starting in the area no later than 1.58 Ma. Analysis of the sedimentary environment indicates that the Zanda basin on the southern Qinghai-Tibet Plateau began uplift at -5.89 Ma, later than the northern Qinghai-Tibet Plateau. Presence of gravel beds in the Guge and Qangze Formations reflects that strong uplift took place at -5.15 and -2.71 Ma, with the uplift peaking at -2.71 Ma.     

钢筋混凝土桩网复合地基沉降计算方法优选

钢筋混凝土桩网复合地基是一种新的地基处理技术。本文对适用于钢筋混凝土桩网复合地基沉降计算的方法进行探讨。     

青藏高原锡铁山—格尔木—亚东剖面地温分布特征

以青藏高原锡铁山—格尔木—亚东剖面作为研究对象,测定不同深度土层的温度。结果表明,除北部柴达木地块地温高出其它地块外,该剖面总体上呈现出青藏高原各地块地温状况南高北低的现象:以拉萨—冈底斯地块的地温为最高,其次为喜马拉雅地块,北部的羌塘地块、可可西里-巴颜喀拉地块、昆仑地块的地温依次降低。测量结果较好地对应于各地块及断裂带的划分,断裂带温度明显高出相邻低温地块温度,并且以狮泉河—雅鲁藏布江断裂带为最高。该试验方法较好地反映了青藏高原热活动状况,为青藏高原热动力学研究提供了依据。     

青藏高原清水河多年冻土区铁路路基沉降变形特征研究

通过埋设在青藏铁路路基中两个断面内的6条沉降观测管3 a来的地基沉降变形资料,研究了高原多年冻土区铁路路基的沉降变形特征,分析了填筑铁路路基对下伏多年冻土融化变形的影响。研究表明,由于受到填筑路基时赋存在路基填料内的热量的影响,铁路路基下伏多年冻土上限在施工初期会有一个明显的下移沉降,铁路路基也随之有一个较大幅度的工后下沉变动,随着时间的推移,路基下降速率会逐渐下降,但在短时间内不会停止下来,而且由于太阳辐射和路基边坡形状的影响,路基向阳面与背阴面的变形有较大的差别,且在近南北向展布的路基上表现最为明显。