南海西部围区中特提斯东延通道问题

通过对南海西部围区中生代岩相古地理资料的收集整理和分析,编制了该区T_2,T_3~1,T_3~2,T_3~3,J_1-J_2,J_3-K_1共6个时段的岩相古地理简图,根据其中生代海相地层的时空分布和岩相特征,讨论了尚存争议的中特提斯进入南海的通道问题。实际资料表明,黑水河盆地在三叠纪受印支运动影响完成了从海到陆的过程,之后不再出现海相沉积,中特提斯不可能从红河裂谷带进入南海。在新加坡所见的晚三叠世至早侏罗世浅海至陆相沉积代表古特提斯的残余海,到中侏罗世完全消失。早侏罗世时期在印支半岛南部出现的近南北走向的海湾可能经过泰国湾与当时的滇缅海相通;但是这个海湾浅而短暂,滇缅海能否从这里进入南海值得怀疑,更不可能是中特提斯的通道。在南海西部围区,迄今已证实的中生代洋壳碎片(蛇绿岩套)和深海沉积仅见于南部Woyla—Maratus—Lupar一线及其附近。这套延伸2000余km,从洋壳、深海到浅海岩相齐全的岩石所代表的晚侏罗世至早白垩纪世大洋应是中特提斯洋的一部分。中特提斯东延而最可能是走南路,即从班公一怒江带南下之后,经Woyla线穿过苏门答腊岛,绕加里曼丹岛南缘到Maratus线,向北再经沙巴到Lupar线,在沙捞越北部或纳土纳岛附近进入南海。     

油气差异泵吸作用机理探讨——以泌阳凹陷为例

通过对泌阳凹陷油气成藏过程的系统研究,发现在差异抬升过程中,深凹源岩区抬升幅度小,凹陷四周圈闭发育区抬升幅度大,差异抬升运动导致源岩和圈闭之间的势能差急剧增大,从而促使油气大规模沿砂体向圈闭充注,这一过程类似于水泵抽水的过程,据此,文中提出了油气泵吸作用和油气差异泵吸作用的概念及机理,并以泌阳凹陷为例讨论了油气差异泵吸作用的形成条件、主要影响因素及油气差异泵吸作用对油气差异分布的控制作用。研究表明:影响油气差异泵吸作用的因素主要有势能梯度、通道质量和泵源配置及油气运移距离;泌阳凹陷油气分布总体上受成藏运聚系统的控制,在各运聚系统内油气分布受油气差异泵吸作用的控制,其中势能梯度、泵源配置及油气运移距离是影响油气差异分布的主要因素,而在每一个大泵(复合泵)内部,通道质量差异是影响油气差异分布的主要因素。     

Changes in source parameters of foreshocks and aftershocks of the 2001 M_S=6.0 Yajiang, Sichuan, earthquake

Introduction An MS=6.0 earthquake occurred on February 23, 2001 in Yajiang county, Sichuan Province. The earthquake is located on the east of the southeast segment of the Litang-Dewu fault with strike of NW. Before the event, on February 14, an MS=5.0 earthquake took place nearly in the same place. In 1948 an MS=7.3 earthquake occurred on the northwestern segment of the Litang fault. The length of the surface rupture belt caused by the earthquake is 70 km, which extended from Litang to…     

Discussion on the feature of strong earthquake: Orderly distribution in time, space and intensity before the Western Kunlun Mountain Pass M=8.1 earthquake

Introduction The Western Kunlun Mountain Pass M=8.1 earthquake occurred on November 14, 2001 is the other M=8 earthquake occurred 50 years after Dangxiong, Tibet M=8.0 earthquake in Chinese mainland. The earthquake has caused the attention of the seismologists in the following aspects: 1) The fracture length is more than 400 km, which is far away from the estimated length by the statistic empirical function between the magnitude and the fracture length (WANG, et al, 2002); 2) The aftersh…     

Seismicity anomalies before the great earthquake of M_S=8.1 in the Kunlun Pass and its significance to earthquake prediction

Introduction The MS=8.1 earthquake occurred in west of the Kunlun Pass on November 14, 2001. It is the greatest earthquake occurred in China since the last half of the century and is an important event in recent seismic history of China. Some specialists consider that the earthquake occurred in the area where the earthquake monitoring capability is lowest in Chinese mainland; no striking precursory seismicity was found. The study on the precursory seismicity before the earthquake has not b…     

3-D rheologic model of earthquake preparation (I)—Displacement field

Introduction The rock medium shows mainly elastic character under low-temperature, low-pressure and external force for short duration, yet it shows rheologic property under high-temperature, high-pressure and long-time external force. It is reasonable that the rapid earthquake generating process lasted for tens seconds is analyzed by the elastic theory. As for the earthquake generating process for hundreds or thousand years, nevertheless, the rheologic property of rock must be taken into accou…     

Paleocene deep-water sediments and radiolarian faunas: Implications for evolution of Yarlung-Zangbo foreland basin, southern Tibet

Only a few Paleocene radiolarian assemblages have been reported, while the Early Paleocene zonal schemes remain poorly delineated. The Early Paleocene on-land radiolarians were described in the Hidaka melange belt of Japan and the North Island of New Zeal…     

冻土路基表面的融化指数与冻结指数

在冻土层之上筑路，由于会改变地-气界面的热物理特性，进而影响冻土层的热力→动力稳定性，故而修筑一定高度的路基成为保护冻土层所采取的一种常规措施．在修筑路基之后，与路基边坡的朝向有关的热效应是冻土路基工程保护措施必须考虑的问题．在数理分析与数值模拟分析的基础上，给出了可根据气温的年最大和最小月平均值计算路基表面的融化指数与冻结指数以及有关热状况参数的方法，并以青藏铁路北麓河段2002年为例进行了计算分析．实例分析表明，即便是没有修筑道路，北麓河地区的冻土也已经处于临界状态；路基相对的两个坡面，由于朝向不同会造成温度分布的强非均匀性，其中南和偏南方向与北和偏北方向的路基坡面热状况差异最大，有必要对路基相对的两个坡面采用不同的防护措施，一方面改善就地取土修筑路基对其下伏冻土层的直接不良影响，同时也尽可能减小路基表面温度分布的非均匀性，以避免纵向裂缝的发生。     

青藏铁路管道通风试验路基地温变化及热状况分析

基于青藏铁路北麓河试验段管道通风路基在2个冻融循环周期内的地温监测资料，分析了路基温度的发展、温度场分布特征及多年冻土的热流量变化．结果表明：通风管埋设于路堤中部的路基温度变化和发展情况与一般路基类似，路基在施工后的2个冻融周期内仍处于整体升温的过程；通风管埋设于路堤下部的路基，虽然前2个冻融循环周期内土体温度与原始状态相比同样有所升高，但开始出现逐渐降低的趋势，同时地温场的分布在横向上的对称性也比较好，在热交换方面，一般填土路基和通风管位于路堤中部的路基在施工后的前2个冻融循环周期内一直处于吸热过程，而通风管位于路堤下部的路基在经历了第1个周期的持续吸热过程后，在第2个冻融循环周期内已经开始放热。     

铁路碎石道碴层导热系数测试研究

采用稳态比较法，对铁路碎石道碴层的导热系数进行了测试．试验在常温条件下，分别对底部加热及顶部加热两种情况进行了研究．结果表明：当碎石道碴层顶、底面之间的温差较小时，顶部加热及底部加热两种试验条件下测得的导热系数基本相同；而当碎石道碴层顶、底面温差较大时，底部加热条件下的导热系数明显地大于顶部加热条件下的导热系数．在底部加热条件下，碎石道碴层的导热系数随温差的增大而逐渐增大．碎石道碴层具有吸热和放热条件下传热的不对称性，合理地利用碎石道碴层的这一传热特性，可望对路基下多年冻土起到积极的保护作用。